MEGAN FREEMAN
a c a d em ic + p r o f essi o n a l a r chi t ec tur e por tf ol io
1
OPERATIONS + MAINTENANCE FACILITY I
2
OPERATIONS + MAINTENANCE FACILITY II
3
LAKE SUPERIOR RESIDENCE
4
SHIFT / STITCH
5 CONFLUX 6
TACTILE FOG
1 OPERATIONS + MAINTENANCE FACILITY I
d u r a b ilit y a nd s i m p l i ci t y f o r a post- industrial l andsc ape
This OMF is a space for multiple department functions that provide
Simple programmatic volumes clad in a palette of durable, long lasting
support for the expanded metro area light rail operations. The design
materials: concrete, metal, polycarbonate and glass, were proposed
addresses three concepts: pragmatic utility and beauty can be
to respond to highly specific and utility-driven facility programs. These
synonymous, the horizontal movement, length, and speed associated
materials are organized in several datum configurations that relate to
with trains is an analogy for the building form, and the industrial history
the formal organization of the building as a whole. The datum lines serve
of this site is not unique, but rather a site typology that is faced world-
several scales: the workers/drivers/train operators, the trains/vehicles,
wide. This building was designed to reinterpret a typical post-industrial
and finally the scale of the site as a whole: long, horizontal forms
site into a contemporary site of technology.
slipping past each other, much like the trains that the buildings serve.
PROJECT INSPIRATION: MOVEMENT + LINEAR ORGANIZATION Credit: SNOW KREILICH ARCHITECTS Principal: Julie Snow, FAIA Team: James Howarth, Alec Sands 2015-2016
SITE CONTEXT
0
50 25
200
SITE PLAN 0
50
25
IN CONTEXT
200
CONCRETE
HYBRID DATUM
METAL PANEL
SHARED SERVICES / SUPPORT SPACES
LIGHT RAIL MAINTENANCE / STORAGE
VIEW FROM STREET
SHARED SPACES / OFFICE
SHARED SPACES / OFFICE
0
20 10
50
Upper Level Floor Plan
LIGHT RAIL VEHICLE STORAGE
SYSTEMS MAINTENANCE / VEHICLE PARTS STORAGE
SHARED SERVICES / MAINTENANCE SUPPORT SPACES LIGHT RAIL VEHICLE MAINTENANCE
BUILDING SERVICES LIGHT RAIL VEHICLE CAR WASH / SANDING TRACK
0
20 10
50
Main Level Floor Plan 0
PLANS
20 10
50
ENTRY
DETERMINED BY PROGRAM
20’-0”
8’-0”
PERSONNEL
DATUMS
ELEVATIONS
SERVICE VEHICLE
LIGHT RAIL VEHICLE
CORRIDOR OVERLOOK
SECTION PERSPECTIVE
MAINTENANCE BAY INTERIOR
2 OPERATIONS + MAINTENANCE FACILITY II
t ex t u r e a n d l i g ht ness i n t he l a n dsc ape
Surrounded by parks on all three sides at a scale of 600’ long,
Three bars, clad in black materials of precast, exposed aggregate panels
300’ wide, and 26’ tall on the longest facades, this OMF becomes
and matte black stainless steel, allow for trains to enter and exit. The
a backdrop for its current and future surroundings. It aims to
fourth bar is a two-story volume for people and trucks, assembled with
catalyze the area with high-tech and pedestrian friendly design. The
white, acid etched precast panels, a clear anodized aluminum curtainwall
completed building will provide approximately 168,000 square feet of
at the entry, and an upper band of metal panels for a lighter presence.
floor space for the various component repair and support functions. This building utilizes a pattern of reflective metal panels, contrasted The program is comprised of office spaces, LRV Storage, main shop,
with textured concrete, to dissolve into the sky and adjacent parks. The
sand & wash, paint booth and wheel true, as well as ten train tracks.
panels visually break up the scale of the building with a vertical datum.
PROJECT INSPIRATION: BREAKING DOWN SCALE
ENTRY APPROACH Credit: SNOW KREILICH ARCHITECTS Principal: Matt Kreilich, AIA Team: Nick Wallin, James Howarth 2016-2017
HOW SHOULD THIS BUILDING RESPOND TO IT’S SITE?
MONOLITHIC
HORIZONTAL DATUM
VERTICAL RHYTHM
GRASSHOPPER PATTERNING STUDIES
FUTURE DEVELOPMENT
RESIDENTIAL DEVELOPMENT
NATURAL AREA + REGIONAL TRAIL
US 169
NEW PARK + PUBLIC SPACE
BACKDROP TO TWO PARKS
DISSIPATING THE EDGE
STUDY MODELS
TARGET HEADQUARTERS OAK GROVE LRT STATION
SCALE BREAKDOWN SS CLIP FASTENED TO SS PLATE FOR GROUNDING OF MET PNL-1
VARIES
EXP JT-1 3/4"
EW1A
EW1B
#
INSUL SP-1
SEE ELEV
MET PNL-1 1 1/2"
VARIES EW1B
1"
3/8" #
3/8"
EW1A
SS CLIP FASTENED TO SS PLATE FOR GROUNDING OF MET PNL-1
VARIES
MET PNL-1
EW1B
SEE ELEV 1/2"
EW1A
VARIES
1"
EW1A
" 3/4
3/4 "
NT
REFLECTING THE LANDSCAPE
7 1/2" CONTINUOUS GALV. 3/4 STEEL PLATE EMBED
3" EMBED PLATE WITH 3/4" STEEL BAR
7 1/2"
#
JOINT SEALANT
STEEL WELD PLATE
3 PLAN - EXP JT AT 5 PRECAST IL - PRECAST V-JOINT TYPDETAIL PLAN DETAIL -JOINTS PRECASTW/ JOINT TYP EW1B PLAN DETAILS - PRECAST CONCRETE STAINLESS A-427
SCALE: 3" = 1'-0"
A-427
EMBED PLATE JOINT SEALANT
SCALE: 3" = 1'-0"
CONTINUOUS GALV. STEEL PLATE EMBED EMBED PLATE WITH 3/4" STEEL BAR
4 PLAN DETAIL - PRECAST JOINT TYP EW1A STEEL PANELS A-427 SCALE: 3" = 1'-0"
2
15
14
13
12
10.1
11
10
9
2 1 A-434 A-433
SKY-1 4
4
EXTERIOR ELEVATION KEYNOTE LEGEND - 301
MATCH LINE: 1/A-301
MATCH LINE: 1/A-302
16
4
KEYNOTE
T.O. OF PARAPET EL. 140' - 6"
30' - 0"
DESCRIPTION ORWL - SEE MECH EXTERIOR WALL LIGHT - SEE ELEC FAN ROOF VENTILATOR - SEE MECH EXPANSION JOINT EXTERIOR DOOR (SEE PLAN/SEE SCHEDULE)
MET PNL-3
5' - 6"
LOUV-1
2 3 4 7 ED
PARAPET DATUM 2 EL. 131' - 0"
EF-W2
4
7
4
PARAPET DATUM 1 EL. 126' - 0"
3 CONC PNL-BL TYP.
4
TYP.
3
9' - 0"
3
9' - 0"
7 MET PNL-1 TYP.
A-427
ED
8' - 0"
A-427
2
T.O. RAIL EL. 100' - 0" 6"
1' - 0" D.1
2' - 8" F.2
1' - 6"
F.13
4 A-445
2' - 0"
F.3
2' - 6"
F.4
3' - 0"
F.5
3' - 6"
F.6
4' - 0"
3' - 6"
F.8
F.7
F.7
3' - 0"
2' - 6"
F.6
2' - 0"
F.5
1' - 6"
F.4
F.3
WEST ELEVATION - AREA 2
2 A-301
MATCHLINE: 2/A-301
SCALE: 1/8" = 1'-0"
8
7
6
4
5
4 SKY-1
SKY-1
3
2
4
1
4
NOTE: SEE PRECAST TYPES SHEETS FOR SIZES
T.O. OF PARAPET EL. 140' - 6"
MET PNL-3
PARAPET DATUM 2 EL. 131' - 0"
EF-W1
4
PARAPET DATUM 1 EL. 126' - 0" TYP.
3
CONC PNL-BL TYP.
1
4 9' - 0"
A-427
2
1' - 0"
F.2
6"
F.2
1' - 0"
6"
F.1
1' - 0"
1' - 6"
2' - 0"
5 A-445 F.1
F.2
E.1
E.2
2' - 6"
F.4
3' - 0"
F.5
2' - 0"
2' - 6"
F.6
F.5
1' - 6"
F.4
2 6
11
4 8 10
12
13
14
1' - 0"
E.2
A.3
CC
0
BB
4'
8'
16'
HORIZONTAL SCALE IN FEET
WEST ELEVATION - AREA 1
1 A-301
3 7 9
KEY PLAN - SCALE: N.T.S.
T.O. RAIL EL. 100' - 0" 1' - 0"
2
1 5
3 A-813
8' - 0"
TYP.
9' - 0"
MET PNL-1 3
SCALE: 1/8" = 1'-0"
DRAFT- WORK IN PROCESS
NO.
DATE
BY
OPERATIONS & MAINTENANCE FACILITY - V1 SHEET BUILDING ELEVATIONS 272 KEYNOTE LEGEND - 302 WESTKEYNOTE 1EXTERIOR ELEVATION DESCRIPTION
CHECK DESIGN REVISION / SUBMITTAL
10/30/2017 1:38:20 PM
OF
90% SUBMITTAL 27
26
25
24
23
DISCIPLINE:
MATCH LINE: 1/A-302
C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
4
22
ARCHITECTURE
2 3 4 5 7 8
SHEET NAME:
ORWL - SEE MECH
EXTERIOR WALL LIGHT - SEE ELEC 470 OMF-ARC-ELV-A301
FAN ROOF VENTILATOR - SEE MECH AIR HANDLING UNIT - SEE MECH. EXPANSION JOINT EXPOSED GALVANIZED STEEL STAIR AND PIPE RAIL
5
PARAPET DATUM 1 EL. 126' - 0" TYP.
9' - 0"
MET PNL-1
3
3 CONC PNL-BL TYP.
4
9' - 0"
TYP.
A-427
8' - 0"
4 A-445
2
T.O. RAIL EL. 100' - 0" 1' - 6" A.1
2' - 0"
E.2
2' - 6"
F.4
2' - 0"
F.5
1' - 6"
F.4
1' - 0"
E.2
6"
6"
E.1
F.1
1' - 0" F.1
1' - 6" F.2
2' - 0" F.3
F.4
WEST ELEVATION - AREA 4
2 A-302
MATCH LINE: 2/A-301
MATCH LINE: 2/A-302
SCALE: 1/8" = 1'-0"
5
21.1
21
20
19
18
17
A-268
16
8
62' - 7 1/2" 42 EQ. PANELS
15
NOTE: SEE PRECAST TYPES SHEETS FOR SIZES
T.O. OF PARAPET EL. 140' - 6"
MET PNL-3
MECHANICAL SCREEN
MET PNL-3 LOUV-1 PARAPET DATUM 2 EL. 131' - 0"
5 MET PNL-2
4
8
MET PNL-1
PARAPET DATUM 1 EL. 126' - 0"
TYP. 9' - 0"
7
10/30/2017 1:38:29 PM
TYP.
CONC PNL-BL TYP.
4
1 5
9' - 0"
3 A-427
A-427
2 6
4 A-445 8' - 0"
C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
3
2
11
F.5
1 A-302
3' - 0" F.6
3' - 6" F.7
4' - 0" F.8
3' - 6" F.7
3' - 0" F.6
2' - 6" F.5
2' - 0"
1' - 6" F.4
F.3
1' - 0"
1' - 0" F.2
2
3 7
4 8
9
10
12
13
14
KEY PLAN - SCALE: N.T.S.
T.O. RAIL EL. 100' - 0" 2' - 6"
1
6" F.2
0
D.1
4'
8'
16'
HORIZONTAL SCALE IN FEET
WEST ELEVATION - AREA 3 SCALE: 1/8" = 1'-0"
DRAFT- WORK IN PROCESS NO.
DATE
BY
OPERATIONS & MAINTENANCE FACILITY - V1 BUILDING ELEVATIONS WEST 2
CHECK DESIGN REVISION / SUBMITTAL
BUILDING ELEVATIONS 90% SUBMITTAL
DISCIPLINE:
ARCHITECTURE
SHEET NAME:
OMF-ARC-ELV-A302
SHEET 273 OF 470
1
2
3
4
5
6
7
SKY-1 4
8
SKY-1
9
4
4
10.1
10
4 T.O. OF PARAPET EL. 140' - 6"
MET PNL-3
PARAPET DATUM 2 EL. 131' - 0"
EF-E1 PARAPET DATUM 1 EL. 126' - 0"
3 MET PNL-4
3
LOUV-1
LOUV-1
LOUV-1
6' - 0"
MET PNL-4
3
14 15
ED
1
ED
1
JJ.3
AA
1
ED
1
ED
1
JJ.3
AA
1
ED
1
ED
1
ED
1
1
ED
1
1
T.O. RAIL EL. 100' - 0"
2
ED
8' - 0"
16 EF-E2
BB
DD
HH.1
HH.2
HH.1
FF
AA
JJ.3
AA
JJ.3
GG
JJ.2
AA
JJ.1
EE
ENLARGED EAST ELEVATION - AREA 5 & 6
2 A-305
SCALE: 1/8" = 1'-0"
A
B
C C.1
D
D.1
D.9
EXTERIOR ELEVATION KEYNOTE LEGEND - 305
E
KEYNOTE
5 A-813
4
4
SKY-1
4
T.O. OF PARAPET EL. 140' - 6"
MET PNL-3
1 A-813
5
6' - 0"
EQ
EQ
EQ
6
MET PNL-2 EQ EQ
EQ
3
3
4
EQ
1' - 3"
1
1' - 3"
1 PARAPET DATUM 1 EL. 126' - 0"
N
EQ
3
3
CFMF
4"
CFMF
4"
D.9
12' - 0"
EW3
D.9
EQ
EQ
4' - 0"
EQ
EQ
EQ EQ EQ
12' - 0"
EQ
EQ
6' - 0"
EQ
1
EQ
1
EQ
EQ
12' - 0"
EQ
EQ
1
EQ
12' - 0"
EQ
EQ
1
EQ
EQ
8' - 0"
EQ
1
EQ
1
EQ
EQ
12' - 0"
EQ
EQ
EQ EQ EQ
12' - 0"
2' - 0"
SOUTH ELEVATION - AREA 1 & 5
13 12
EQ
EQ
EQ
EQ
EQ
EQ
MET PNL-3
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
BY
3"
3 A-305
EW3
ALUMINUM CORNER FIN ALUMINUM CORNER FIN
10/30/2017 1:39:03 PM
10 13
E
E
D.1
14
KEY PLAN - SCALE: N.T.S.
T.O. RAIL EL. 100' - 0"
4'
0
ENTRY - WEST
4 A-305
SCALE: 1/8" = 1'-0"
8'
6 A-430
SCALE: 3" = 1'-0"
DISCIPLINE:
1/4" EW3
SHEET
EW3
276
CW-1
6 OF PLAN DETAIL PLAN AT GRID DETAIL 2/EAT - LEVEL GRID TWO 2/E - LEVEL (HIGH)TWO (HIGH)
SCALE: 3" = 1'-0" A-430
SLNT -
SCALE: 3" = 1'-0"
SHEET NAME:
ARCHITECTURE
470
OMF-ARC-ELV-A305
5 1/8"
90% SUBMITTAL
5 A-430
DRAFT- WORK IN PROCESS 1/4"
EW3
7 PLAN DETAIL PLAN - MET DETAIL PNL-3-CORNER MET PNL-3 CORNER
16'
HORIZONTAL SCALE IN FEET
ENTRY - EAST SCALE: 1/8" = 1'-0"
OPERATIONS & MAINTENANCE FACILITY - V1 BUILDING ELEVATIONS AREA 1, 5 & 6
CHECK DESIGN REVISION / SUBMITTAL
SCALE: 3" = 1'-0" A-430
9 12
D.9
4 8 SLNT - 5
STEEL CO (SEE STRUCT
2' - 0"
7 A-430
11
C12
3 SLNT - 5 7
EQ
7' - 0"
BUILDING ELEVATIONS
2
MET PNL-3
EQ EQ
T.O. RAIL EL. 100' - 0"
SCALE: 1/8" = 1'-0"
DATE
E
T.O. RAIL EL. 100' - 0"
EQ
6' - 7 1/4" EQ EQ
SECURITY CAMERA
E
7' - 0"
1
ED
7' - 9"
1
ED
2 6
1' - 0"
1
ED
1' - 0"
1
ED
C12
1 5
1
1
8"
ED
2' - 6"
ED
EQ EQ
NO.
NOTE: SEE PRECAST TYPES SHEETS FOR SIZES
D.9
1 MET PNL-3
1 A-305
N
BOLLARD ORWL - SEE MECH EXTERIOR WALL LIGHT - SEE ELEC FAN ROOF VENTILATOR - SEE MECH AIR HANDLING UNIT - SEE MECH. GRAVITY ROOF VENTILATOR - SEE MECH CARD READER ADA ACTUATOR SIAMESE CONNECTION KNOX BOX 2 HORN STROBE EXTERIOR DOOR (SEE PLAN/SEE SCHEDULE)
EF-S1
EW3
8' - 0"
C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
PARAPET DATUM 2 EL. 131' - 0"
TYP @ SIGN
DESCRIPTION
1 2 3 4 5 6 12 13 14 15 2 16 ED
C12 SSF CTOP-1
D.1
2
N
B3
N
B3
B2
B1
N
E
SCALE: 3" = 1'-0"
SLNT - 5
1"
1"
B3
1' - 3"
GYP SILL BELOWN
N
B3
N
B3
N
2
SLNT - 5 CW-1
3 1/2"
CW-1
1' - 3"
1
?
4 1/2"
D.9
3 A-430 NO. BY
1"
2 A-430
B2
5 1/8"
5 1/8"
6"
3/4"
SSF CTOP-1 2 PLAN DETAIL PLAN AT GRID DETAIL 2/E AT - LEVEL GRID TWO 2/E - LEVEL (LOW) TWO (LOW) B1 B1
SSF CTOP-1
B2 SCALE: 3" = 1'-0" A-430
SCALE: 3" = 1'-0"
B3
B3
90% SUBMITTAL 90% SUBMITTAL
GYP-4
3 GRID PLAN NSMF DETAIL AT PLAN1/D.1 DETAIL - LEVEL AT GRID TWO1/D.1 (MID)- LEVEL TWO (MID) A-434
SCALE: 3" = 1'-0"
1
1' - 3"
C12
1' - 3"
B3
1
B3
CW-1
EW1B
3/4"
SCALE: 3" = 1'-0"
A-434
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
STAINLESS STEEL PANELS
CHECK DATE DESIGN BY REVISION CHECK DESIGN / SUBMITTAL REVISION / SUBMITTAL
EXTERIORS PALETTE
7"
NSMF
B3
2 A-430
NSMF
SCALE: A-434 NSMF
3" = 1'-0"
DRAFT- WORK INDRAFTPROCESS WORK IN PROCESS
SHEET - V1 OPERATIONS OPERATIONS & MAINTENANCE & MAINTENANCE FACILITY - V1 FACILITY
3/4"
2 PLAN DETAIL PLAN AT GRID DETAIL 2/EAT - LEVEL GRID 2/E TWO - LEVEL (LOW)TWO (LOW) SCALE: 3" = 1'-0" A-430
SCALE: 3" = 1'-0"
CHARCOAL CONCRETE: ACID ETCH
90% SUBMITTAL 90% SUBMITTAL
B3
4 GYP-4GRID PLAN PLAN1/D.1 DETAIL - LEVEL AT GRID TWO1/D.1 (LOW) - LEVEL TWO (LOW) GYP-4DETAIL AT SCALE: 3" = 1'-0"
5 1/8"
5 1/8"
GYP-3
STEEL COLUMN (SEE STRUCTURAL)
STEEL COLUMN STEEL COLUMN (SEE STRUCTURAL) (SEE STRUCTURAL) 3/4"
B1
SLNT - 5
D.1
4 A-434
B1
SLNT - 5
NSMF
SLNT - 5 STEEL COLUMN (SEE STRUCTURAL)
D.1
CW-1 EW1B
4 1/2"
7"
4 1/2"
B2
7"
1
6"
3/4"
5 GRID PLAN DETAIL AT PLAN2/E DETAIL - LEVEL AT TWO GRID(LOW) 2/E - LEVEL TWO (LOW)
EW1B
3 PLAN DETAIL PLAN AT GRID DETAIL 2/EAT - LEVEL GRID 2/E TWO - LEVEL (MID) TWO (MID)
SCALE: 3" = 1'-0" A-430
5 A-434
1' - 3"
1
D.1
GYP-3
1"
SCALE: 3" = 1'-0"
CHECK NO.DESIGN DATE REVISION BY/ SUBMITTAL CHECK DESIGN REVISION / SUBMITTAL
D.1 SLNT - 5
CW-1
SLNTTWO -5 SLNT - 5 6 GRID PLAN DETAIL AT PLAN2/E DETAIL - LEVEL AT TWO GRID(MID) 2/E - LEVEL (MID)
A-434
E
1' - 3"
1' - 3"
1"
10 7/8"
1"
E
EW1B
SCALE: 3" = 1'-0"
1' - 3"
SLNT - 5
CW-1
B1
SCALE: 3" = 1'-0"
B2
E
SLNT - 5
SCALE: 3" = 1'-0" A-430
5 1/8"
10 7/8"
E
SLNT - 5
4 PLAN DETAIL PLAN AT GRID DETAIL 1/D.1 AT GRID - LEVEL 1/D.1 TWO - LEVEL (MID) TWO (MID)
4 A-430 E
D.9
C12
6"
6" 10 7/8"
6"
C12
SLNT - 5
E
B1
7"
D.9
?
5 1/8"
E
D.9
?
5 1/8"
SLNT - 5 SSF CTOP-1
E
SLNT - 5
6"
SLNT - 5
6"
6"
SLNT - 5 SSFC12 CTOP-1
D.9
10 7/8"
3/4"
STEEL COLUMN (SEE STRUCTURAL)
A-434 SCALE: 3" = 1'-0" STEEL COLUMN STEEL COLUMN D.9 (SEE STRUCTURAL) (SEE STRUCTURAL)
D.9 C12
EW1B
EW1B
8"
8" 6"
BY
10/15/2017 6:38:16 PM
TE
C12
1"
C:\Users\megan\Documents\X7-BLRT-OMF-ARCH-SKA_meganSK.rvt
6 A-434
D.9 C12
5 1/8"
NSMF
4 1/2"
NSMF
GYP-4
GYP-4
B1
STEEL COLU (SEE STRUCTUR
D.1
NSMF 3
C12
B1
7"
1' - 3"
1
GYP-3 1"
1"
NSMF
STEEL COLUMN (SEE STRUCTURAL)
D.1
7"
SLNT - 5
CW-1 SCALE: 3" = 1'-0"
EW3
2
D.1
B3
5 1/8"
GYP SILL BELOW
2
1
? 5 PLAN DETAIL PLAN AT GRID DETAIL 1/D.1 AT GRID - LEVEL 1/D.1 TWO - LEVEL (HIGH)TWO (HIGH)
SLNT - 5
GYP-3
1 A-430
B3
B3
SHEET
1 PLAN DETAIL PLAN AT GRID DETAIL 1/D.1 AT GRID - LEVEL 1/D.1 TWO - LEVEL (LOW)TWO (LOW) SCALE: 3" = 1'-0" A-430
CHARCOAL CONCRETE: EXPOSED AGGREGATE
E
SLNT -
1
1' - 3"
CW-1 SCALE: 3" = 1'-0" A-430
E
B3
GRID PLAN1/D.1 DETAIL - LEVEL AT GRID TWO1/D.1 (HIGH) - LEVEL TWO (HIGH)
(SEE STRUCTURAL) (SEE STRUCTURAL)
5 A-430
SLNT - 5
B3
5 1/8"
E
EW3
1/4"
7"
SLNT - 5
STEEL COLUMN (SEE STRUCTURAL)
D.1
2 2 PLAN DETAIL AT STEEL COLUMNSCALE: STEEL COLUMN A-434 3" = 1'-0" A-434
10 7/8"
10 7/8"
D.1
D.9
C12
7"
1/4" EW3
E
4 A-430
D.9
OFFICE BAR PLAN DETAIL: TYP. CONNECTION AT LOW, MID, HIGH, CORNER (HIGH) 2
B1
D.9 C12
3 (HIGH) PLAN DETAIL PLAN AT GRID DETAIL 2/EAT - LEVEL GRID 2/E - LEVEL (MID) TWO (MID) 7 7 GRID PLAN DETAIL AT PLAN2/E DETAIL - LEVEL AT TWO GRID(HIGH) 2/E -3 LEVEL TWO CW-1 TWO CW-1 1" A-430 SCALE: 3" = 1'-0" A-430 SCALE: 3" = 1'-0" A-434 SCALE: 3" = 1'-0" A-434 SCALE: 3" = 1'-0" SLNT - 5 SLNT - 5 6 6 PLAN DETAIL PLAN AT GRID DETAIL 2/EAT - LEVEL GRID 2/E TWO - LEVEL (HIGH)TWO (HIGH) 2 2 1'-0" SCALE: 3" = 1'-0" A-430 SCALE: 3" =A-430 NO. DATE BY NO. CHECK DATEDESIGNBY REVISION CHECK/ SUBMITTAL DESIGN REVISION / SUBMITTAL D.1 D.1
CORNER
B2
SSF CTOP-1
D.9
5 1/8"
N
1/4"
EW3
EW3
10/30/2017 1:44:26 PM
ALUMINUM CORNER ALUMINUM FIN CORNER FIN
1 PLAN DETAIL -1 MET PLAN PNL-3 DETAIL CORNER - MET PNL-3 A-434 SCALE: 3" = 1'-0" A-434 SCALE: 3" = 1'-0" 7 7 PLAN DETAIL PLAN - MET DETAIL PNL-3- MET CORNER PNL-3 CORNER 2 1'-0" SCALE: 3" = 1'-0" A-430 SCALE: 3" =A-430
1/4"
C12
STEEL COLUMN (SEE STRUCTURAL)
E
C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
EW3
C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
SECURITY CAMERA
EW3
10/30/2017 1:44:26 PM
SECURITY CAMERA
EW3
1' - 0"
ALUMINUM CORNER FIN
1' - 0"
ALUMINUM CORNER FIN
SLNT - 5
1' - 0"
1' - 0"
SLNT - 5
E
EW3
5 1/8"
6"
EW3
E
D.1
5 1/8"
E
D.9
7"
E
C12
C12
EW3
EW3
SLNT - 5
D.9
5 1/8"
SLNT - 5
NSMF
STEEL COLU (SEE STRUCTUR
7"
N
E
D.9
D
GYP-4
1
7"
E
D.9
1
5 1/8"
N
CFMF
4"
3 1/2"
EW3
CFMF
6"
EW3
4"
1' - 3"
D.1
B1
6"
1' - 3"
2
N
7"
D.9 C12 8"
C12
B3
B1
5 1/8"
D.9
2
N ?
1' - 3"
2
3 1/2"
D.9
1
B3 ?
1' - 3"
1
1' - 3"
2
1
1' - 3"
EW3
1/4"
D.9
1' - 3"
1
1' - 3"
EW3
5 1/8"
CFMF
2
N
1/4"
4"
2 N GYP SILL BELOW
GYP SILL BELOW
3 1/2"
CFMF
4"
2
N
5 1/8"
N
5 1/8"
2
1
1' - 3"
8"
1
1' - 3"
SCALE: 3" = 1'-0"
BLACK
DRAFT- WORK DRAFTIN PROCESS WORK OF IN PROCESS
OF
WHITE CONCRETE:
OPERATIONS OPERATIONS & MAINTENANCE & MAINTENANCE FACILITY - V1 SHEET -332 V1 SHEET 332 DISCIPLINE: DISCIPLINE: SHEET NAME: SHEETFACILITY NAME: ARCHITECTURE ARCHITECTURE METAL PANEL OFFICE BAR EXTERIOR EXTERIOR DETAILSDETAILS 311 311 DISCIPLINE:
DISCIPLINE:
SHEET NAME:
ARCHITECTURE ARCHITECTURE
OF
OF
470 OMF-ARC-DTL-A430 OMF-ARC-DTL-A430
470
SHEET NAME:
1 A-430
PLAN DE1
SCALE: 3" = 1'-0" A-4
VIEW FROM PARKING
FROM ELEVATOR LOBBY
ANODIZED ALUMINUM CURTAIN WALL
INTERIORS PALETTE
BLACKENED STEEL GUARDRAIL
PRECAST STAIR TREADS
POLISHED CONCRETE FLOOR
ALUMINUM BAFFLE CEILING
CONFERENCE ROOM
1
2
1 A-427
7 A-429
1
2
1
2
9 A-428
EW1B
8 A-428
1
8' - 6"
7 A-428
2
TO FACE OF CMU
C
C
C
C.1
C.1
C.1
SHADE-2
COMM ROOM
5
1
VESTIBULE
COMM ROOM
100
104
LINEAR LIGHT
SHARED CONFERENCE ROOM
PAINT INT-1
C12
108' - 2"
4
MAT-1
CPT-1
100B
107' - 9" RECESSED LINEAR LIGHTS
1 A-429
5
2
A-432
A-432
7
MET PNL-3 101A
108' - 2"
5
GYP-1
D.1
C8 7
LINEAR LIGHT
LINEAR LIGHT
LINEAR DIFFUSER
LINEAR DIFFUSER
10 A-460
LINEAR LIGHT
LINEAR LIGHT
D D.1
8
119' - 8"
DN
7 A-256
GYP-1 LINEAR LIGHT
3 A-460
N
3' - 0"
6 A-428
131' - 0" AFF
A6
C8
7' - 4"
LINEAR DIFFUSER
LINEAR LIGHT
ELEVATOR
ELEVATOR A
A
LINEAR DIFFUSER 7' - 4"
A
AC SPRAY PAINT INT-5 ABOVE METAL CEILING
131' -0"
6 A-460
122' - 0"
D D.1
9 A-460
250D
B3
A-256
SEE FIRST FLOOR PLAN FOR LOWER RUN
ELEVATOR
BOTTOM PLATE MET PNL-5
A
14' - 8"
OPEN TO CEILING ABOVE ELEVATOR
5' - 11"
4' - 6"
201
2' - 9" 3 EQ @ 11"
B1
16 EQ. @ 11"
7' - 0" CANE RAIL
14' - 8"
5' - 6" CLR LANDING
4"
N
16 EQ. @ 11"
LOW 1 A-430
A-256
UP
SEE 2ND FLOOR PLAN FOR UPPER PLAN
MID 4 A-430
8 A-256
1
A-508 3
LOW
HIGH 5 A-430
4' - 6"
2
4 A-428
LINEAR DIFFUSER
11"
D.1
D
6' - 10 1/2"
1' - 7"
101
10 7/8"
LOBBY
D
CLR LANDING
2 A-429
4
MID
LINEAR LIGHT
LINEAR DIFFUSER
LOBBY 101
5 A-428
LINEAR DIFFUSER 131' -0"
LINEAR LIGHT
PAINT INT-1
A-432
4
203A
4 A-429
3 A-305
8
A-508
A3
104A
100A
A-403
CONC SEAL-1
6' - 2"
LINEAR DIFFUSER
223
A-432 2
6 A-429
LINEAR LIGHT
GYP-1
5 A-429
A-432
104
N
A-508
6' - 8"
6
SHADE-2
100
LINEAR DIFFUSER
6' - 8"
VESTIBULE
3 A-429
C C.1
LINEAR DIFFUSER
B3
LINEAR LIGHT
10/30/2017 1:37:04 PM
3
D.9
A-256
D.9
1 A-428
MID
LOW
6
5
A-256 1' - 3"
NO.
2
A-256
A-256
4' - 6" CLR STAIR
4 A-255
1
2' - 2"
A-256
4' - 6"
1' - 7"
CLR STAIR
1ST FLOOR LOBBY ENLARGED PLAN SCALE: 1/4" = 1'-0"
DATE
BY
2 A-430
3 A-430
LOW
MID
E
EW1B
6
5
1
2
A-256
A-256
A-256
A-256
1' - 3"
C12
109' - 10"
D.9 E 3 A-428
6
LINEAR DIFFUSER
D.9 E
2 A-430
5
A-256
LINEAR DIFFUSER
5' - 7 1/2"
102
102
102A
E 2 A-428
5' - 6"
EMR
EMR 5 A-460
B3
CLR LANDING
3 A-256
10"
C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
4 A-256
N
8"
4' - 6" CLR 6"
6"
HIGH
A-256
HIGH
8' - 5 1/8"
4' - 6"
TO FACE OF CMU
CLR STAIR
3 A-255
1ST FLOOR ENLARGED RCP
2 A-255
SCALE: 1/4" = 1'-0"
2' - 2"
4' - 6"
1' - 7"
CLR STAIR
2ND FLOOR LOBBY ENLARGED PLAN
1 A-255
SCALE: 1/4" = 1'-0"
2ND FLOOR ENLARGED RCP SCALE: 1/4" = 1'-0"
DRAFT- WORK IN PROCESS
OPERATIONS & MAINTENANCE FACILITY - V1 ENLARGED STAIR DRAWING SOUTH STAIR SHEET 1
CHECK DESIGN REVISION / SUBMITTAL
LOBBY + CONFERENCE ROOM - ENLARGED FLOOR PLANS AND RCPS 90% SUBMITTAL
DISCIPLINE:
ARCHITECTURE
SHEET NAME:
OMF-ARC-PLN-A255
SHEET 255 OF 470
D.1
4' - 10 3/4"
5' - 0"
5' - 7"
4' - 10 1/2"
5' - 6"
3 A-269
5' - 6"
E
5' - 0"
SECOND FLOOR EL. 122' - 0"
4' - 10"
4' - 7 3/4"
D.9
SECOND FLOOR EL. 122' - 0"
RAIL-1 1 A-269
PC-TERR MET PNL-5
FROM ENTRY STAIR LANDING T.O. RAIL EL. 100' - 0"
ON - GUARDRAIL SECOND RUN
" ARAPET DATUM 1 EL. 126' - 0"
4' - 10 3/4"
5' - 0"
5' - 7"
5' - 0"
5' - 2 1/4"
5' - 6"
5' - 0"
SECOND FLOOR EL. 122' - 0"
SECOND FLOOR EL. 122' - 0"
E 5 1/4"
4' - 11 1/4"
5' - 2 1/4"
5' - 0"
4' - 6 1/2"
1
PC-TERR
RAIL-1
2 PARAPET DATUM 2 EL. 131' - 0"
1 A-269
PC-TERR
4' - 10"
4' - 10"
RAIL-1
MET PNL-5
4' - 7 3/4"
3' - 8"
3' - 9 7/8" PARAPET DATUM 1 EL. 126' - 0"
RAIL-1 MET PNL-5 5 A-270
PC-TERR
RAIL-1 MET PNL-5
RAIL-1
1' - 0 1/2"
PC-TERR
PC-TERR MET PNL-5
T.O. RAIL EL. 100' - 0"
6 GUARDRAIL SECOND RUN 2 ELEVATION SECTION- @ SOUTH STAIR - FIRST RUN SCALE: 1/4" = 1/4" 1'-0"= 1'-0" SCALE: A-256A-256
1 A-256
4' - 6 1/2"
RAIL-1
A-256
8 A-256
SCALE: 1/4" = 1'-0"
OPERATIONS & MAINTENANCE FACILITY - V1 ENLARGED STAIR DRAWING SOUTH STAIR D.9 E SHEET 2
1 5' - 7"
RAIL-1 PC-TERR
SECTIONFIRST @ SOUTH ELEVATION - 5GUARDRAIL RUN STAIR - SECOND RUN SCALE: 1/4" = 1'-0"
2 A-269
MET PNL-5
SECTION @ SOUTH STAIR - THIRD RUN SCALE: 1/4" = 1'-0"
DRAFT- WORK IN PROCESS
STAIR SECTIONS 5' - 7" 90% SUBMITTAL
T.O. RAIL EL. 100' - 0"
T.O. RAIL EL. 100' - 0"
5' - 0"
5' - 2 1/4" DISCIPLINE:
4' - 11 1/4"
ARCHITECTURE
SHEET NAME:
5 1/4"
OMF-ARC-DTL-A256
SHEET
3' - 9 7/8"
256
4' - 10"
ANDING ONE A
T.O. RAIL EL. 100' - 0"
T.O. RAIL EL. 100' - 0"
SECOND FLOOR EL. 122' - 0"
4' - 10"
MET PNL-5 PC-TERR
1 A-269
3' - 0"
LOOR 22' - 0"
D.9 4' - 6 1/2"
5' - 6"
3 A-269
4' - 10"
2 A-269
RAIL-1
E
SCALE: 1/4" = 1'-0"
4' - 10 1/2"
SECOND FLOOR EL. 122' - 0"
1
D.9
SECTION @ SOUTH STAIR - SECOND RUN
5 A-256 4' - 7 3/4"
T.O. RAIL EL. 100' - 0"
D.1
OF 470
5' - 2 1/4"
5' - 0"
4' - 6 1/2"
RAIL-1 PC-TERR MET PNL-5
3' - 9 3/4"
4' - 10"
ARAPET DATUM 2 EL. 131' - 0"
1
MET PNL-5 SECOND FLOOR EL. 122' - 0"
0' - 6"
RAIL-1
D.1 2' - 2"
2 GUARDRAIL
ALUMINU
TO GRID 1
ALUMINUM DOOR FRAME WITH SIDELIGHT 3' - 0"
MET PNL-5 COUNTERSUNK FASTENED TO STRINGER
PAN
B3
1 A-270
PANELIZED PRECAST LANDING
PC-TERR
4' - 6" TO GUARDRAIL
INSUL BATT-1 Z-REVEAL METAL DECK
ALUMINUM BASE
1/2"
1 1/2" OUTSIDE DIAMETER GALVANIZED STEEL PIPE HANDRAIL
GYP-4
CFMF
CFMF
3 5/8"
BENT STEEL PLATE
BOTTOM PLATE
4"
GALVANIZED OPEN BAR GRATE STAIR TREAD / LANDING
MET PNL-5 GYP-4
C12
STRINGER BEYOND NOTCHED INTO CMU WALL
GALVANIZED STEEL CHANNEL STRINGER
2 A-269
3 ROOF STAIR GUARDRAIL 1" = 1'-0" STAIR STRINGER AT GRID 2 / SECOND A-270 SCALE:FLOOR
2 A-269
SCALE: 3" = 1'-0"
2
D.1 2' - 2" 1 1/2" CLR GALVANIZED STEEL STAIR STRINGER BEYOND
RAIL-1
GUARDRAIL GUARDRAIL MET PNL-5
MET PNL-5
1/4" JT. EW1B
CFMF 5 1/2"
CUT BLOCK
BENT STEEL PLATE 6"x6"
DRAFT- WORK IN PROCESS
SHEET 270 OF
DISCIPLINE:
SHEET NAME:
ARCHITECTURE STAIR STRINGER AT D.9
470
OMF-ARC-DTL-270
RAIL-1
SCALE: 3" = 1'-0"
DRAFT- WORK IN PROCESS
OPERATIONS & MAINTENANCE FACILITY - V1 STAIR DETAILS SOUTH STAIR 1 WIDE FLANGE (SEE STRUCTURAL)
DISCIPLINE:
TTAL
GUARDRAIL MET PNL-5
PRECAST CONCRETE LANDING PC-TERR SHEET NAME: GUARDRAIL
ARCHITECTURE
MET PNL-5 OMF-ARC-DTL-269
1/4" JT.
SHEET
3 STAIR STRINGER AT D.1 2 STAIR STRINGER AT SCALE: 3" = 1'-0" A-269 A-269 SCALE: 3" = 1'-0" NO.
DATE
269 OF 470
COUNTERSUNK BOLTS
0' - 11"
STAIR LANDING
6"
PC-TERR
90% SUBMITTAL
GENERAL NOTE: ROOF STAIRS ARE UNPAINTED GALVANIZED ASSEMBLIES, FABRICATE SHOP WELDED ASSEMBLIES TO LARGEST EXTENT POSSIBLE, ALL FIELD CONNECTIONS TO BE BOLTED.
B3
1/4" 1/8" JT. SPLICE JOINT
0' - 11"
109' - 10"
6"
4' - 6" TO GUARDRAIL
4' - 1"
BENT STEEL PLATE
0' - 7"
1/2" GALVANIZED OUTSIDE DIAMETER BENT STEEL ROD; WELD TO VERTICAL POST
0' - 7"
3' - 0"
CONTINUOUS 1/2" X 1 1/2" GALVANIZED FLAT BAR
SSF CTOP-1
SSF CTOP-1
SILL BELOW SSF CTOP-1
SILL BELOW SSF CTOP-1
SILL BELOW
SILL VERTICAL BELOW FIN BELOW
1" 1' - 3"1' - 3"
1' - 3"1' - 3"
A-269
SCALE: 1 1/2" = 1'-0"
1' - 2"
C
SCALE: 3" = 1'-0"
1
1' - 3"
EXT DETAIL - PLAN CW MULLION (HIGH) 1' - 2" 1' - 2" 1' - 2"
SSF CTOP-1 SILL BELOW
9 EXT DETAIL SCALE: 3" = 1'-0" A-428 VERTICAL FIN 9 EXT DETAIL BELOW SCALE: 3" = 1'-0"
PLAN - VERT MULLION TYP.
DATE
BY
5 A-428
8"
NSMF
NSMF
1
1' - 3"
D.9
1
8"
8"
NO.
A-428 DATE
NO.
DATE
11" 11"
BY
CHECK DESIGN REVISION / SUBMITTAL
BY
CHECK DESIGN REVISION / SUBMITTAL
ALUMINUM FOIL AIR BARRIER ALUMINUM FOIL AIR BARRIER
DISCIPLINE:
D.9
SLNT - 5 BACK PAINTED SPANDREL GLASS BACK PAINTED SPANDREL GLASS
ALIGN 3/4" JT.
ALIGN 11"
11"
EW1B
3/4" JT.
ALIGN
11" 11"
2 A-428 2
EXT DETAIL - PLAN 3/4" JT. CW - SE CORNER (MID) SCALE: 3" = 1'-0" EXT DETAIL - PLAN CW - SE CORNER (MID)
A-428
SCALE: 3" = 1'-0"
ALIGN
EW1B
SHEET
B3
SHEET
B3
270
ARCHITECTURE
SHEET NAME:
STEEL COLUMN (SEE STRUCTURAL)
STEEL COLUMN OMF-ARC-DTL-270
(SEE STRUCTURAL)
OF 470 D.9 D.9
CW-1
E
E
E
E SLNT - 5 SLNT - 5
E
90% SUBMITTAL 3/4" JT.
3/4" JT.
OPERATIONS & MAINTENANCE FACILITY - V1
DRAFT- WORK IN PROCESS
D.9
CW-1
SLNT - 5
2 EXT DETAIL CW - SE (LOW) CORNER (MID) EXT DETAIL - PLAN CW- PLAN - SE CORNER SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" A-428 DRAFT- WORK IN PROCESS
1
CW-1
ALIGN
EW1B EW1B
3/4" JT.
CURTAIN WALL DETAILS 1 A-428
1
OPERATIONS & MAINTENANCE FACILITY - V1 STAIR DETAILS SOUTH STAIR 2
STEEL COLUMN (SEE STRUCTURAL)
ALIGN
SCALE: 3" = 1'-0"
(LOW) (LOW)
1' - 3"
D.9 B3
E
E
EXT DETAIL - PLAN CW - SE CORNER (HIGH) BACK3" PAINTED SCALE: = 1'-0" EXT DETAIL - PLAN CW - SE CORNER (HIGH) SPANDREL GLASS
1
SLNT - 5
0' - 6"
0' - 6"
ALUMINUM FOIL AIR BARRIER
SLNT - 5
SCALE: 3" = 1'-0"
NSMF
HORIZONTAL MULLION BELOW HORIZONTAL MULLION BELOW
1' - 0"
3 A-428 3
NSMF
1' - 0"
SEE FRAME ELEVATION
8"
10/30/2017 10/30/2017 1:44:01 1:44:01 PM PMC:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
INSUL BD-1 ALUMINUM CORNER CW-1 FIN, ADHERED TO CORNER POST ALUMINUM CORNER FIN, ADHERED TO CORNER POST
SLNT - 5
D.9
D.9 ALUMINUM FRAME BELOW ALUMINUM FRAME BELOW
1
NSMF GYP-4
STEEL COLUMN (SEE STRUCTURAL) STEEL COLUMN (SEE STRUCTURAL)
SUBMITTAL EXT90% DETAIL - PLAN CW MULLION (LOW)
NSMF
STEEL COLUMN STEEL COLUMN (SEE STRUCTURAL) (SEE STRUCTURAL)
WELD HANDRAIL PIPE TO BRACKET AT SADDLE, TYP.
1
1' - 2"
GYP-4
INSUL NSMFBD-1
E
470
NSMF
1' - 3"
CW-1
HORIZONTAL MULLION BELOW HORIZONTAL MULLION BELOW
B3
INSUL GYP-4BD-1
E SLNT - 5
GIRT (SEE STRUCTURAL) GIRT (SEE STRUCTURAL)
OF
HORIZONTAL
B3
D.9 B3
B3
EXT DETAIL - PLAN CW MULLION (MID) EXT DETAIL - PLAN CW MULLION (MID)
269
SCALE: 3" = 1'-0"
BELOW 1 MULLION WALL HANDRAIL - TYP. 4 EXT MOUNTED DETAIL - PLAN CW MULLION A-270 SCALE: 6" = 1'-0" SCALE: 3" = 1'-0" A-428 4 EXT DETAIL - PLAN CW MULLION A-428 SCALE: 3" = 1'-0" 1' - 3"
8"
GYP-3
6"
GYP-4
1' - 3"
CW-1 HORIZONTAL MULLION BELOW CW-1
8"
SCALE: 3" = 1'-0"
11 1
SLNT - 5 HORIZONTAL MULLION CAP BELOW SLNT -5
4 A-428
OMF-ARC-DTL-269
1' - 2"
NSMF
HSS COLUMN (SEE STRUCTURE) HSS COLUMN (SEE STRUCTURE)
EXT DETAIL - PLAN CW MULLION (LOW)
5 A-428 5
GRATE STAIR TREAD
NSMF GYP-3
SEE FRAME SEE FRAME ELEVATION ELEVATION
4 A-428
EXT DETAIL - PLAN CW SCALE: 3" = 1'-0"
GYP-3
6"
10/30/2017 1:37:41 PM
HORIZONTAL MULLION BELOW
SHEET
HORIZONTAL MULLION CAP BELOW HORIZONTAL MULLION HORIZONTAL CAPBELOW BELOW MULLION
2 TYPICAL MULLION (MID) OPEN A-270 SCALE: 1 1/2" = 1'-0" 1' 1' - 3" - 2"
GYP SILL BELOW
SHEET NAME:
CAPBELOW BELOW ARCHITECTURE MULLION
GIRT (SEE STRUCTURAL) GALVANIZED BOLTED CONNECTION TO STRINGER
1
CHECK DESIGN REVISION / SUBMITTAL
HORIZONTAL MULLION GUARDRAIL CAPPNL-5 BELOW MET
WELD FASTENER SCALE: 3" = 1'-0" A-428 TO GUARDRAIL
HORIZONTAL MULLION BELOW
1
1' - 2" 1' - 2" 1' - 2"
RAIL-1
DISCIPLINE: HORIZONTAL MULLION HORIZONTAL
8"
NO.
EXT DETAIL - PLAN CW MULLION (MID) SCALE: 3" = 1'-0"
1' - 3"
0' 6" - 6"
1"
HORIZONTAL MULLION CAP BELOW
PLAN - VERT MULLION @ WALL SCALE: 3" = 1'-0"
1 1/2" CLR
8"
5 A-428
7 A-428
SCALE: 3" = 1'-0"
1' - 2"
1' - 0"1' - 0"
HORIZONTAL A-428 MULLION BELOW
SCALE: 3" = 1'-0"
VERTICAL FIN BELOW VERTICAL FIN BELOW
0' - 6"
HORIZONTAL MULLION 8 CAP BELOW
BELOW
E
1
SSF CTOP-1 SILL BELOW
HORIZONTAL MULLION CAP BELOW
D.9 D.9
1 1/2"
1
OPERATIONS & MAINTENANCE FACILITY1 - V1 STAIR DETAILS SOUTH STAIR 1 HORIZONTAL MULLION BELOW
VERTICAL FIN BELOW
STRUCTURAL)
A-428
GYP SILL BELOW
MN (SEE LUMN RE) UCTURAL)
HIGH TRACTION NOSING 1' - 2"
5 5/8"
- PLAN CW - SW CORNER AND MULLION AT CONF. ROOM (HIGH) GIRT (SEE - PLAN CW - SW CORNER AND MULLION AT CONF. ROOM (HIGH)
MULLION @ WALL MULLION @ WALL
EXT DETAIL - PLAN CW MULLION (HIGH) NON-SLIP
SCALE: 3" = 1'-0"
5 5/8"
1
7 PLAN - VERT 3" = 1'-0" A-428 7TREADSCALE: PLAN - VERT SCALE: 3" = 1'-0" A-428 SEE PLAN
SCALE: 3" = 1'-0"
1' - 0"
NF. ROOM (HIGH)
C.1
PLAN - VERT MULLION TYP.
HORIZONTAL
A-428 6 A-428
SCALE: 3" = 1'-0"
SSF CTOP-1
ON @ WALL
HORIZONTAL MULLION 8 CAP BELOW
SCALE: 3" = 1'-0" 8 PLAN MULLION BELOW - VERT MULLION TYP. 90%A-428 SUBMITTAL
3 ROOF STAIR GUARDRAIL EXT DETAIL - PLAN CW MULLION SCALE: 1" = 1'-0" A-270 (HIGH) SCALE: 3" = 1'-0" EXT DETAIL - PLAN CW MULLIONDRAFT(HIGH) WORK IN PROCESS
8"
6 A-428
C.1
SSF CTOP-1STEEL STAIR GALVANIZED STRINGER BEYOND SILL BELOW SSF CTOP-1 GALVANIZED BAR SILL BELOW GRATE TREAD
RISER
HORIZONTAL MULLION BELOW ALUMINUM SILL BELOW
1' - 3"
C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
HORIZONTAL MULLION CAP BELOW
6 A-428 6
1' - 2"
GIRT (SEE STRUCTURAL)
4" MAX
10/30/2017 1:37:39 PM
C.1
GALVANIZED STEEL CHANNEL STRINGER
HORIZONTAL MULLION BELOW
A-428
STAIR STRINGER + GUARDRAIL CONNECTION DETAILS GIRT (SEE STRUCTURAL)
GIRT (SEE STRUCTURAL) GIRT (SEE STRUCTURAL)
0' - 6"0' - 6"
1"
ALUMINUM SILL BELOW
SOUTH STAIR - CONCRETE TREAD LANDING 1 STAIR STAIR STRINGER AT@ D.9
HORIZONTAL MULLION CAP BELOW HORIZONTAL MULLION HORIZONTAL CAPBELOW BELOW MULLION
1' - 0"1' - 0"
1
C
4 A-270
GALVANIZED OPEN BAR GRATE STAIR TREAD / LANDING
VERTICAL FIN BELOW VERTICAL FIN BELOW
0' - 6"0' - 6"
1' - 2"
MET PNL-5 BOTTOM PLATE, GYP-4 COUNTERSUNK FASTENED TO STRINGER EMBED PLATE
EXPOSED CHANNEL STRINGER BEYOND (SEE STRUCTURAL) PAINT HPC - 2
PAINT HPC - 2
ALUMINUM SILL BELOW ALUMINUM SILL BELOW
1' - 2"
C
MET PNL-5 CONCEALED PERP. FRAMING (SEE STRUCTURAL)
BOTTOMBEYOND PLATE EXPOSED CHANNEL STRINGER (SEE STRUCTURAL)
1 FLAT 1/2" X 1 1/2" GALVANIZED BAR VERTICAL POSTS - SEE ELEVATIONS FOR1SPACING
1' - 2"
C
1"
ALUMINUM SILL BELOW
C
SEE SECTION
1/2"
ALUMINUM SILL BELOW
C
HORIZONTAL MULLION CAP BELOW HORIZONTAL MULLION CAP BELOW MET PNL-5
R GE RE RIN CTU RU ST
BOTTOM PLATE MET PNL-5
STRINGER WELDED TO EMBED ANGLE
5 STRINGER STAIR STRINGER STAIR AT D.1 AT BASE
SCALE: 3"HORIZONTAL = 1'-0"SCALE: 1 1/2" = 1'-0" A-270 MULLION CAP BELOW HORIZONTAL MULLION CAPREVISION / SUBMITTAL BY CHECK DESIGN BELOW HORIZONTAL MULLION CAP BELOW VERTICAL FIN BELOW
C
DATE
C
EW1B
1 1/2" OUTSIDE DIAMETER GALVANIZED STEEL PIPE HANDRAIL
PC-TERR
E
C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
E
8"
SLNT - 5
ST
1' - 3"
10"
MET PNL-5
COUNTERSUNK FASTENED TO STRINGER
PRECAST LANDING PANEL PC-TERR
SE
NO.
C
1
ALUMINUM CORNER FIN, ADHERED TO CORNER POST ALUMINUM CORNER FIN, ADHERED TO CORNER POST
SILL BELOW
1' - 11" 0"
D.9
GUARDRAIL
MET PNL-5
PC-TERR
1
SSF CTOP-1 ILL BELOW
M FRAME
1 A-269
BENT STEEL PLATE
1' - 0"
EXPOSE BEYO
PAINT HPC - 2
RAIL-1 GRID 2 / SECOND FLOOR
COUNTERSUNK BOLTS
HORIZONTAL MULLION CAP BELOW HORIZONTAL MULLION CAP BELOW
CONCE
EXPOSED CHANNEL STRINGER BEYOND (SEE STRUCTURAL)
CHECK DESIGN REVISION / SUBMITTAL
GUARDRAIL
STAIR LANDING COUNTERSUNK FASTENED TO STRINGER 119' - 8"
FILLER PLATE/SHIIMS AS REQ'D
BY
10/30/2017 1:37:39 PM
1 A-269
BOTTOM PLATE MET PNL-5
C12
1/2"
EMBED PLATE
GYP-4
EQ
CONCEALED PERP. FRAMING (SEE STRUCTURAL)
EXPOSED CHANNEL STRINGER BEYOND (SEE STRUCTURAL) PAINT HPC - 2
MET PNL-5
1/2"
GYP-4
BOTTOM PLATE
STRINGER BEYOND NOTCHED INTO CMU WALL
3' - 6"
MET PNL-5
EMBED PLATE W/ NELSON STUDS (SEE STRUCTURAL)
EQ
WALL MOUNTED HANDRAIL - TYP. SCALE: 6" = 1'-0"
HSS (SEE STRUCTURAL)
0' - 6"
3 5/8" COUNTERSUNK BOLTS
1 A-270
3 A-269
109' - 10"
COUNTERSUNK BOLTS
GYP-4
CFMF
STAIR LANDING
119' - 8" METAL DECK
OPERATIONS & MAINTENANCE FACILITY - V1 STAIR DETAILS SOUTH STAIR 2
M FOIL ER
STAIR LANDING
INSUL BATT-1
SECOND FLOOR EL. 122' - 0"
C
PRECAST CONCRETE LANDING SECOND FLOOR EL. 122' -PC-TERR 0"
FILLER PLATE/SHIIMS AS REQ'D
1/4" JT.
3' - 0"
RISER
SEE SECTION
PC-TERR
B3
ALUMINUM BASE
GALVANIZED BOLTED CONNECTION TO STRINGER
GUARDRAIL MET PNL-5
PANELIZED PRECAST LANDING
6" 1 A-270 WELD HANDRAIL PIPE TO BRACKET AT SADDLE, TYP.
STAIR LANDING WELD FASTENER 109' - 10" TO GUARDRAIL Z-REVEAL
RATE STAIR TREAD
1"
8"
SLNT - 5
PRECAST LANDING PANEL PC-TERR 1" 119' - 8"
10" B3
E
C:\Users\nick\Documents\X7-BLRT-OMF-ARCH-SKA_nick.rvt
GALVANIZED BAR GRATE TREAD
AIR LANDING
D.9
WIDE FLANGE (SEE STRUCTURAL)
ALUMINUM DOOR FRAME WITH SIDELIGHT
TO GRID 1
4"
TE STAIR TREAD @ LANDING
BENT STEEL PLATE 6"x6"
EMBED PLATE W/ NELSON STUDS (SEE STRUCTURAL)
EQ
1/2" X 1 1/2" GALVANIZED FLAT BAR VERTICAL POSTS - SEE ELEVATIONS FOR SPACING
MET PNL-5
HSS (SEE STRUCTURAL)
3' - 6"
CONTINUOUS 1/2" X 1 1/2" GALVANIZED FLAT BAR
BOTTOM PLATE, COUNTERSUNK FASTENED TO STRINGER
SECOND FLOOR EL. 122' - 0"
CUT BLOCK 1/2"
OND FLOOR EL. 122' - 0"
5 1/2"
EQ
1/2" GALVANIZED OUTSIDE DIAMETER BENT STEEL ROD; WELD TO VERTICAL POST
8"
6"
SECOND FLOOR EL. 122' - 0"
GENERAL NOTE: ROOF STAIRS ARE UNPAINTED GALVANIZED ASSEMBLIES, FABRICATE SHOP WELDED ASSEMBLIES TO LARGEST EXTENT POSSIBLE, ALL FIELD CONNECTIONS TO BE BOLTED.
PC-TERR 1/8" SPLICE JOINT 0' - 11"
1 A-428
11"
SUBMITTAL EXT 90% DETAIL - PLAN CW - SE CORNER (LOW)
SCALE: 3" = 1'-0"
EW1B
SHEET
EW1B
A-428
SCALE: 3" = 1'-0"
DRAFT- WORK IN PROCESS DRAFT- WORK IN PROCESS SHEET
OPERATIONS & MAINTENANCE FACILITY - V1 OPERATIONSEXTERIOR & MAINTENANCE DETAILSFACILITY - V1 EXTERIOR DETAILS
DISCIPLINE:
OPERATIONS & MAINTENANCE FACILITY - V1
EW1B
11" 11"
EXT DETAIL - PLAN 3/4" JT. CW - SE CORNER (LOW) SCALE: 3" = 1'-0" EXT DETAIL - PLAN CW - SE CORNER (LOW)
DISCIPLINE:
DRAFT- WORK IN PROCESS
ALIGN
1 A-428 1
ARCHITECTURE ARCHITECTURE
SHEET NAME: SHEET NAME:
OMF-ARC-DTL-A428 OMF-ARC-DTL-A428
SHEET 309 309 OF OF 470 470