Amendment 0006_Drawings.pdf
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- Attached to
- Cyber Engineering and Academic Center (CEAC), United States Military Academy, West Point, NY
- Solicitation number
- W912DS19R0019
About this file
This document provides details for a federal construction contract opportunity for the Cyber Engineering and Academic Center (CEAC) at the United States Military Academy in West Point, New York. The project includes construction of a new 136,000 square foot academic building housing engineering departments, a 450-space underground parking structure, site work including removal of 300,000 cubic yards of rock, and a pedestrian bridge connecting the new building to an existing hall. The contract value is estimated between $100-250 million. The solicitation will utilize a best value tradeoff source selection process, with proposals due electronically as specified in the solicitation. The North American Industry Classification System code for this opportunity is 236220.
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PARKING LEVEL A
FIRE PUMP ROOM
T/CONC
COL
EOD. SEE PLAN.
#4@12X2'-0"
SCHEDULED SLAB
SEE /A1 S-509
SCHEDULED
WALL WIDTH POUR STRIP
SCHEDULED
BEAM WIDTH
S C
H E
D U
L E
D B
E A
M D
E P
T H
7 #4 LEGS @ 6"
26 #10 BARS CONT
IN TWO LAYERS
STANDARD 90° HOOKS
#4@8"
#4@16" O/C
LAP SPLICE
#4@8"
EXPANSION JOINT
DOWELS TO MATCH
WALL VERTICAL
REINFORCEMENT
TWO LAYERS OF 10
MIL POLYETHYLENE
SHEET
2"
BLOCK OUT TO SUIT
EXPANSION JOINT
5 1/2"
3' - 0"
CONCRETE
CURB
SEE /C3 S-509
SEE /F3 S-509
COL
SEE PLAN
EOS
11"
/2
M A
X
M
IN CONCRETE WALL
REINF NOT SHOWN.
#5@8
#5 CONT (2)
FINISH GRADE
4" CMU
NOTES:
1. STEP CMU AT MIN 16"
OC TO MEET MINIMUM
DEPTH BELOW GRADE
L d
DOWEL
#4@12"
CLASS B TENSION LAP
SPLICE TYP
T/SLAB EL
SEE PLAN
T/SLAB-ON-GROUND EL
VARIES
SLAB REINFORCEMENT
NOT SHOWN SEE
SCHEDULE EXTEND AND
TURN DOWN INTO WALL
SLAB REINFORCEMENT
NOT SHOWN SEE
SCHEDULE EXTEND AND
TURN DOWN INTO WALL
WALL FOOTING SEE PLAN
AND SCHEDULE FOR SIZE
AND REINFORCEMENT
M
IN
M
IN
#6 VERT @ 12" OC EF TYP
1' - 2"
3' - 0"
/A1 S-509
CONCRETE
CURB
SEE
3"
SCHEDULED WALL AND
REINFORCEMENT
WATERSTOP
PIT SLAB
T/CONC EL
SEE PLAN
T/CONC EL
VARIES
SEE /A1 S-509
COL
8"
HIGH BEAM
LOW BEAM
EOS. SEE PLAN.
CLASS B TENSION LAP
SPLICE TYP
T/SLAB EL
SEE PLAN
T/SLAB-ON-GROUND EL
SEE PLAN
SLAB REINFORCEMENT
NOT SHOWN SEE
SCHEDULE EXTEND AND
TURN DOWN INTO WALL
SLAB REINFORCEMENT
NOT SHOWN SEE
SCHEDULE EXTEND AND
TURN DOWN INTO WALL
WALL FOOTING SEE PLAN
AND SCHEDULE FOR SIZE
AND REINFORCEMENT
M
IN
M
IN
#9 VERT @ 12" OC EF TYP
1' - 4"
#4@12x2'-0"
CLASS B TENSION LAP
SPLICE TYP
T/SLAB EL
SEE PLAN
T/SLAB-ON-GROUND EL
SEE PLAN
SLAB REINFORCEMENT
NOT SHOWN SEE
SCHEDULE EXTEND AND
TURN DOWN INTO WALL
SLAB REINFORCEMENT
NOT SHOWN SEE
SCHEDULE EXTEND AND
TURN DOWN INTO WALL
WALL FOOTING SEE PLAN
AND SCHEDULE FOR SIZE
AND REINFORCEMENT
M
IN
M
IN
#7 VERT @ 12" OC EF TYP
1' - 0"
PL3/4x12x1'-0"
3/4" DIAMETER 6 1/4"
LONG SHEAR STUDS
2" TYP
T Y
P
STAIR STRINGER
SECTION
CONC REINF
NOT SHOWN
COL
T/SLAB EL
SEE PLAN
METAL STUD
WALL
CONC WALL,
SEE SCHED
8" CMU TO
SUPPORT ARCH
CLADDING
ARCH CLADDING
#6@32"
M
IN
FINISH GRADE
T/CONC WALL EL
SEE PLAN
SOG REINF
CONC WALL REINF
NOT SHOWN FOR
CLARITY
WALL FTG
CONC COVER
VERT WALL
REINF
DOWEL TO
MATCH VERT
WALL REINF TYP
TENSION LAP
SPLICE TYP
DOWELS TO MATCH SOG
REINFORCEMENT.
TENSION LAP SPLICE.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
S-301
S E
C T
IO
N
S
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
E A
M J L P
J G
G C
J G
M A
Y
W D
S -1
-D
-0
W D
S -1
-D
-0
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
A N
D P
A R
K
IN
G S
T R
U C
T U
R E
F Y
P
N
F
Y P
N
1/2" = 1'-0" A9
SECTION
1/2" = 1'-0"
A7
SECTION
1/2" = 1'-0" A5
SECTION
1/2" = 1'-0"
A3
SECTION
3/4" = 1'-0" C9
SECTION
1/2" = 1'-0" A1
SECTION
1/2" = 1'-0" C5
SECTION
NTS
F9
SECTION
NTS
C7
SECTION
1/2" = 1'-0"
C3
SECTION
1/2" = 1'-0" E3
SECTION
1/2" = 1'-0" D1
SECTION
3/4" = 1'-0" D4
SECTION
3/8" = 1'-0" F4
SECTION
A
M E
N D
M E
N T
/2
/2
FILL WITH GROUT AFTER
INSTALLING BEAM.
STEEL BEAM
PL3/8 WITH TWO 1/2"
DIAMETER, 8" LONG
HEADED STUDS, SPACED
6" APART.
8 INCH HIGH, 4'-0" LONG
(MIN) BOND BEAM.
5" MIN BEARING
GROUT CELLS UNDER
STEEL BEAM SOLID TO A
DEPTH OF AT LEAST 24"
BELOW THE BEAM.
M A
X G
R O
U T
C
U T
B
L O
C K
B E
L O
W B
O N
D
E
A M
A S
R E
Q U
IR
E
D
1/4 3
2 1/4"
2 1/4"
SECTION
PLAN VIEW OF
BEARING PLATE
FILL WITH GROUT AFTER
INSTALLING JOIST.
STEEL JOIST
PL3/8x6x0'-9" WITH TWO
1/2" DIAMETER, 8" LONG
HEADED STUDS, SPACED
6" APART. GALVANIZE AT
EXTERIOR WALLS.
8 INCH HIGH CONTINUOUS
BOND BEAM.
4" MIN BEARING
GROUT CELLS UNDER
STEEL BEAM SOLID TO A
DEPTH OF AT LEAST 24"
BELOW THE BEAM.
M A
X G
R O
U T
C
O
C K
B E
L O
W B
O
D
A M
A S
R E
Q U
IR
E
D
1/8 2
SECTION
2 1/4"
/2
2 1/4"1
/2
PLAN VIEW OF
BEARING PLATE
STEEL DECKING. FASTEN
DECKING TO ANGLE.
L3x3x1/4 CONTINOUS, WITH 5/8" DIAMETER
EXPANSION ANCHORS AT
16" OC.
8" HIGH BOND BEAM.
STEP BOND BEAM TO
FOLLOW SLOPE OF
DECKING. OVERLAP
BOND BEAMS AT LEAST
3'-4" AT STEPS.SECTION
S O
G T
H
IC
K N
E S
S
2' - 0"
MASONRY WALL
#4@12"
5#4 CONTINUOUS
DOWELS TO MATCH
WALL VERTICAL
REINFORCEMENT.
#4@12"
5#4 CONTINUOUS
1' - 4"
MASONRY WALL SCHEDULE
MARK NOMINAL
THICKNESS
(IN)
REINF
VERTICAL
MW8 8 #6@32
REMARKS
DOWELS TO MATCH
WALL VERTICAL
REINFORCEMENT.
WALL VERTICAL
REINFORCEMENT.
DOWELS TO MATCH
WALL VERTICAL
REINFORCEMENT.
WALL VERTICAL
REINFORCEMENT.
L d
IF THERE IS
INSUFFICIENT ROOM
FOR Ld, PROVIDE A
STANDARD 90 DEGREE
HOOK.
L7x4x1/2 x 0' - 6" W/ 5/8"⌀
SCREW ANCHOR @ 32" OC W/
2" VERT SLOT HOLE
BOND BEAM, SEE GEN
NOTES FOR REINF
1/4 3 1/2
NS/FS
PLATE, SEE /D4 S-511
3/8" x 4" HEADED
STUD AT 2'-8" OC
BOND BEAM
5/8" DIA SCREW
ANCHORS @ 2'-0" OC
BOND BEAM
AT FILLED DECK AT UNFILLED DECK
1/2" BENT PLATE. FOR
STIFFENER, SEE
STONE CLADDING, SEE ARCH
CMU BOND BEAM -
SEE ARCH (TYP)
(2)-5/8" DIA SCREW
ANCHORS @ 8" OC (TYP)
CMU BACKUP WALL, SEE ARCH
INSULATION, SEE ARCH
B/PL EL
REF ARCH
1"
MAX 10"
ALL COURSES WITH
ANCHORS + ONE BELOW
SHALL BE GROUTED SOLID
3/8" BENT PLATE
STONE CLADDING, SEE ARCH
CMU BOND BEAMS,
SEE ARCH (TYP)
5/8" DIA SCREW
ANCHOR @ 16" OC
CMU BACKUP WALL, SEE ARCH
INSULATION, SEE ARCH
B/PL EL
REF ARCH
1"
MAX 10"
STONE CLADDING, SEE ARCH
CMU BOND BEAM -
SEE ARCH (TYP)
(2)-5/8" DIA SCREW
ANCHORS @ 16" OC (TYP)
CMU BACKUP WALL, SEE ARCH
INSULATION, SEE ARCH
B/PL EL
REF ARCH
1"
MAX 10"
ALL COURSES WITH
ANCHORS + ONE BELOW
SHALL BE GROUTED SOLID
G R
E A
T E
R T
H A
N
T/STONE
REF ARCH
T/STONE
REF ARCH
T/STONE
REF ARCH
G R
E A
T E
R T
H A
N
L E
S S
T H
A N
O R
E Q
U A
L
L E
S S
T H
A N
O R
E Q
U A
L
ALL COURSES WITH
ANCHORS + ONE BELOW
SHALL BE GROUTED SOLID
STONE CLADDING
GREATER THAN 10'-0"
STONE CLADDING
GREATER THAN 5'-0" AND LESS
THAN OR EQUAL TO 10'-0"
STONE CLADDING
LESS THAN 5'-0"
/C5 S-512 1/2" BENT PLATE
FILL WITH GROUT AFTER
INSTALLING BEAM.
STEEL BEAM
PL3/8x6x0'-7" WITH TWO
1/2" DIAMETER, 8" LONG
HEADED STUDS.
GROUT CELLS UNDER
STEEL BEAM SOLID TO A
DEPTH OF AT LEAST 24"
BELOW THE BEAM.
M A
X G
R O
U T
C
O
C K
S I F
R E
Q U
IR
E
D . 1/4 53" 3"
SECTION
PLAN VIEW OF
BEARING PLATE
1/4
THREE SIDES
3/8 STIFFENER PLATE,
BOTH SIDES OF BEAM WEB.
NO STIFFENER REQUIRED
FOR HSS MEMBERS.
6" MIN BEARING
FILL WITH GROUT AFTER
INSTALLING BEAM.
STEEL BEAM
PL3/8x6x0'-7" WITH TWO
1/2" DIAMETER, 8" LONG
HEADED STUDS.
GROUT CELLS UNDER
STEEL BEAM SOLID TO A
DEPTH OF AT LEAST 24"
BELOW THE BEAM.
M A
X G
R O
U T
C
O
C K
S I F
R E
Q U
IR
E
D . 1/4 53" 3"
SECTION
PLAN VIEW OF
BEARING PLATE
1/4
THREE SIDES
6" MIN BEARING
3/8 STIFFENER PLATE,
BOTH SIDES OF BEAM WEB.
NO STIFFENER REQUIRED
FOR HSS MEMBERS.
MASONRY TOP ANCHOR @ 2' - 8"
OC, 3/8" DIA x 6" MIN LONG ROD, PLATE, AND SCREWS. BASIS OF
DESIGN H&B PTA-420,
ALTERNATIVE PRODUCTS MAY
BE SUBMITTED TO COR FOR
APPROVAL. ASSEMBLY TO
RESIST 200LB SHEAR LOAD MIN.
G A
P
/2
M
IN
M A
X
MASONRY WALL
BOND BEAM, REF GEN NOTES
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
S-509
T Y
P
IC
A L D
E T
A
IL
S
M A
S O
N R
Y W
A L L S
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
E A
M J L P
J G
G C
J G
M A
Y
W D
S -1
-D
-0
W D
S -1
-D
-0
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
A N
D P
A R
K
IN
G S
T R
U C
T U
R E
F Y
P
N
F
Y P
N
NTS
A9
STEEL BEAM BEARING ON MASONRY WALL
NTS
A6
STEEL JOIST BEARING ON MASONRY WALL
NTS
A3
STEEL DECKING
CONNECTION TO MASONRY WALL
NTS
A1
THICKENED SLAB UNDER
MASONRY WALL
NTS
C9
MASONRY WALL SCHEDULE
NTS
C6
MASONRY WALL BEARING
ON CONCRETE FOOTING
NTS
C3
MASONRY WALL BEARING
ON CONCRETE FRAMING
NTS
C1
MASONRY SLIP CONNECTION
NTS
E9
MASONRY WALL CONNECTION TO BENT PLATE
NTS
D1
STONE CLADDING SHELF ANGLE DETAIL
NTS
F9
STEEL BEAM BEARING ON MASONRY WALL
BEAM PARALLEL TO WALL
NTS
F5
STEEL BEAM BEARING OVER MASONRY WALL PIER
A
M E
N D
M E
N T
/2
/2
NTS
F3
MASONRY TOP ANCHOR
UP
UP
1.5 2 3 4 5 6 7 8 9 10 11 12 13 13.5 14
GA
GB
GC
GD
GE
GF
GG
GH
GI
GJ
GK
GL
GG
A
C
D
RAMP UP
A-441
A6
A-441
A8
A-441
F4
(SIM)
25' - 9" 391' - 0"
18' - 9" 5' - 4"
1' - 6"
18' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 18' - 0" 1' - 6"
12' - 6" 13' - 10"
LOBBY
PS-B10
STAIR
PS-B08
SUMP
PS-B09
SUMP
PS-B02
A-441
F4
520520
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
(TYP)
27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 37' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 20' - 6"
22' - 0" 24' - 0" 6' - 6" 27' - 0" 5' - 0" 18' - 0"
607609
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
625 624
625624
625624
(TYP)
(TYP) (TYP)
(TYP)(TYP)
ELEV #1 MACH
ROOM
PS-B06
ELEV #1
PS-B07
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWNSLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
A1
A-320
A1
A-320
A-764
A1
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
B.3
1.4
6% SLOPE
27' - 0" 6' - 6" 24' - 0" 22' - 0"
E1
A-320
E1
A-320
C1
A-320
C1
A-320
F1
A-320
F1
A-320
E.5
14.7
LOBBY
PS-B03
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
SOUTH STAIR
PS-B04
PARKING LEVEL B
PS-B01
CORRIDOR
PS-B05
NORTH STAIR
PS-B11
A-226
F1
A-227
A1
A-227
F1
A-226
A1
1' - 8"
M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3
M30 M3M3M3
M30 M3M3M3
M30 M3M3M3
6' - 11" 3' - 4"
3' - 3"
13' - 4" 3' - 4" 13' - 4"
P S
B .A
P S
B .B
P S
B .C
P S
B .B
563 563
134' - 9"
136' - 0"
17' - 2" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"
17' - 2"
M30 M3M3M3
624 624 624 624
624624
624 624
619619619
619619619619619619
619619619
542542542542
542542 542542
M30 M3M3M3 M30 M3M3M3M30 M3M3M3
M30 M3M3M3 M30 M3M3M3 M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3
M30 M3M3M3M30 M3M3M3
7' - 6" 9' - 8" 19' - 5"29' - 6"29' - 6"13' - 6"29' - 3"29' - 6"30' - 0"30' - 0"30' - 0"30' - 0"
7' - 2" 3' - 2" 3' - 2" 3' - 2" 3' - 2"
6' - 8"
15' - 8" 17' - 8"
PARKING SCHEDULE
FLOOR
LEVEL A
LEVEL B
TOTAL
TOTAL PARKING SPACES
ACCESSIBLE PARKING SPACES
7 REGULAR; 2 VAN
9 OF WHICH 2 ARE
VAN ACCESSIBLE
COMPACT SPACES
8 16 3241216
SCALE: 1/16" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A-11B
A R
C H
IT
E
C T
U R
A L P
L A
N
P A
R K
IN
G
L E
V E
L B
O
V E
R A
L L
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
C .S
L .F
G .C
M A
Y
,2
W D
S -1
-D
-0
W D
S F
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
F Y
P
N
F
Y P
N
1/16" = 1'-0"A4
OVERALL - PARKING STRUCTURE - LEVEL B
KEYNOTES
625 EMERGENCY ILLUMINATED EXIT LIGHT, REFER ELECTRICAL
630 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER
F7/AG-501
KEYNOTES
609 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER
B4/AG-501
612 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER
E4/AG-501
613 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER
F4/AG-501
619 COMPACT CAR PARKING SIGNAGE, REFER F4/AG-502
624 PEDESTRIAN WAYFINDING SIGNAGE, REFER F9/AG-502
KEYNOTES
542 7 STRAND 1/2" VEHICULAR RATED BARRIER CABLES AT EACH SIDE OF
RAMP AT 4" O.C. TO 3'-6" IN HEIGHT, REFER F8/S-504 FOR DETAIL OF
VEHICULAR RATED CABLE BARRIER.
563 MECHANICAL EQUIPMENT, REFER MECHANICAL
589 PIPE GUARD, TYPICAL AT ALL VERTICAL PIPE LOCATIONS, REFER F5/A-441
607 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER
F1/AG-501
KEYNOTES
519 4” WIDE PARKING STRIPING (TYP) PAINT SAFETY YELLOW
520 DIRECTIONAL PARKING ARROWS, SAFETY YELLOW; REFER C4/AG-502
524 ARROW INDICATES GARAGE DRAIN SLOPES, REFER PLUMBING FOR
DRAIN LOCATIONS
535 TYPICAL PARKING STRIPING DIMENSIONS
536 MECHANICAL VENTILATION CHASE, REFER STRUCTURAL AND
MECHANICAL
GENERAL NOTES
A REFER A-320 FOR PARKING STRUCTURE BUILDING SECTIONS
B PROVIDE ANTI SLIP SURFACE FOR ALL PAVEMENT MARKINGS
C REFER A-441, A-442 FOR ENLARGED PLANS AT GARAGE LEVELS
D REFER A-631 FOR PARTITION TYPES
E REFER AG-501, AG-502 FOR WAYFINDING SIGNAGE AT GARAGE LEVELS
F REFER A-11A.A AND A-11B.A FOR DEDUCT ALTERNATE #2 FLOOR PLANS
G ALL GARAGE CMU PERIMETER WALLS TO BE VEHICULAR IMPACT RESISTANT,
REFER STRUCTURAL
A
M E
N D
M E
N T
/0
/2
A
M E
N D
M E
N T
/2
/2
1 1
1 1
1111111
UP
1.5 2 3 4 5 6 7 8 9 10 11 12 13 13.5 14
GC
GD
GE
GF
GG
GH
GI
GJ
GK
GL
G
A
C
D
E
F
A1
A-320
A1
A-320
B.3
1.4
E1
A-320
E1
A-320
C1
A-320
C1
A-320
F1
A-320
F1
A-320
E.5
14.7
RAMP UP
A-441
F4
(SIM)
391' - 0"
24' - 1" 1' - 6" 18' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 18' - 0" 1' - 6"
LOBBY
PS-B10
STAIR
PS-B08
SUMP
PS-B02
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
ELEV #1 MACH
ROOM
PS-B06
ELEV #1
PS-B07
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWNSLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
A-764
A1
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
6% SLOPE
SUMP
PS-B06
(SIM)
20' - 6"
GA.D
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
C O
M P
A C
T C
O M
P A
C T
A-226
F1
A-227
A1
A-227
F1
A-226
A1
PARKING SCHEDULE - DEDUCTIVE ALT #02
FLOOR
LEVEL A
LEVEL B
TOTAL
TOTAL PARKING SPACES
ACCESSIBLE PARKING SPACES
7 REGULAR; 2 VAN
9 OF WHICH 2 ARE
VAN ACCESSIBLE
COMPACT SPACES
8 16 3241216
SCALE: 1/16" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
PLAN NORTH
A-11B.A
A R
C H
IT
E
C T
U R
A L P
L A
N
P A
R K
IN
G
L E
V E
L B
D
E D
U C
T
IO
N A
L T
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
C .S
L .F
G .C
M A
Y
,2
W D
S -1
-D
-0
W D
S F
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
F Y
P
N
F
Y P
N
1/16" = 1'-0"A1
OVERALL - PARKING STRUCTURE
- LEVEL B - DEDUCTIVE ALT #02
GENERAL NOTES
A REFER A-320 FOR PARKING STRUCTURE BUILDING SECTIONS
B PROVIDE ANTI SLIP SURFACE FOR ALL PAVEMENT MARKINGS
C REFER A-441, A-442 FOR ENLARGED PLANS AT GARAGE LEVELS
D REFER A-631 FOR PARTITION TYPES
E REFER AG-501, AG-502 FOR WAYFINDING SIGNAGE AT GARAGE LEVELS
F REFER A-11A.A AND A-11B.A FOR DEDUCT ALTERNATE #2 FLOOR PLANS
G ALL GARAGE CMU PERIMETER WALLS TO BE VEHICULAR IMPACT RESISTANT,
REFER STRUCTURAL
A
M E
N D
M E
N T
/2
/2
DN
DN
DN
UP
1.5 2 3 4 5 6 7 8 9 10 11 12 13 13.5 14
GA
GB
GC
GD
GE
GF
GG
GH
GI
GJ
GK
GL
G
A
C
D
E
RAMP
DOWN
18' - 9"
5' - 4" 1' - 6"
18' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 18' - 0" 1' - 6" 12' - 6"
391' - 0"
A-442
A1
A-441
A1
A-441
C3
A-764
C1
A-441
A3
PARKING LEVEL A
PS-A01
LOBBY
PS-A03
LOBBY
PS-A11
STAIR
PS-A08
ELEC
PS-A09
UP
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
(TYP)
20' - 6" 11' - 0"
5' - 0"
11' - 0"
1' - 6"
2' - 0"
3' - 6"
9' - 0"
5' - 0"
9' - 0"
4' - 6"
3' - 0"
20' - 6" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 37' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 5' - 0" 27' - 0" 20' - 6"
22' - 0" 24' - 0" 6' - 6"
6' - 6" 24' - 0" 4' - 0"
519519
517517
5' - 0" 9' - 0" 9' - 0" 9' - 0"
5' - 0"
COMM
PS-A02
620620620
619619 617617
618618 617617
617617
615 605
COMPACT COMPACT
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
628628
SLOPE
UP
SLOPE
UP
S L O
P E
U P
A1
A-320
A1
A-320
PSA09.A
3' - 6"
9' - 0" 5' - 0" 9' - 0"
3' - 6" 3' - 6"
9' - 0" 7' - 2"
629629
547547
542542 542542 542542 542
542542 542 542542 542
550550
(TYP)
521 629
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
B.3
1.4
ELEV #1
PS-A07
619619
E1
A-320
E1
A-320
C1
A-320
C1
A-320
F1
A-320
F1
A-320
E.5
14.7
ELEV #1 MACH
ROOM (FREIGHT)
PS-A06
FIRE ROOM
PS-A10
M32 M3M3M3M32 M3M3M3
M31 M3M3M3
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
SOUTH STAIR
PS-A04
CORRIDOR
PS-A05
NORTH STAIR
PS-A12
A-227
A1
A-227
F1
A-226
A1
M30 M3M3M3
M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3
M30 M3M3M3
M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3
30' - 0"30' - 0"17' - 4" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 17' - 6"
TYP
TYP
TYP
M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3M30 M3M3M3 M30 M3M3M3
M30 M3M3M3M30 M3M3M3 M30 M3M3M3 M30 M3M3M3 M30 M3M3M3
3' - 4"
3' - 4"
P S
A .A
P S
A .B
P S
A .C
P S
A .D
521521521
564564 (TYP)
(TYP)
564 (TYP)
30' - 0"30' - 0"
17' - 6" 30' - 0" 30' - 0" 29' - 6" 29' - 3" 13' - 6" 29' - 6" 29' - 6"
564 TYP 564
564TYP
M30 M3M3M3
619619
619619619
624 624 624
625625
625 624
A-226
F1
M30 M3M3M3M30 M3M3M3M30 M3M3M3
M30 M3M3M3
3' - 3"6' - 11"13' - 4" 13' - 4" 12' - 3" 3' - 4"
4' - 2"
7' - 2" 3' - 2" 3' - 2"
3' - 2"
3' - 2"
6' - 8"
17' - 8"
30' - 0"
14' - 8"
PARKING SCHEDULE
FLOOR
LEVEL A
LEVEL B
TOTAL
TOTAL PARKING SPACES
ACCESSIBLE PARKING SPACES
7 REGULAR; 2 VAN
9 OF WHICH 2 ARE
VAN ACCESSIBLE
COMPACT SPACES
8 16 3241216
SCALE: 1/16" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
A-11A
A R
C H
IT
E
C T
U R
A L P
L A
N
P A
R K
IN
G
L E
V E
L A
O
V E
R A
L L
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
C .S
L .F
G .C
G .C
M A
Y
,2
W D
S -1
-D
-0
W D
S F
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
F Y
P
N
F
Y P
N
1/16" = 1'-0"A1
OVERALL - PARKING STRUCTURE - LEVEL A
KEYNOTES
629 NO PARKING IN ACCESSIBLE AISLE SIGNAGE REFER F1/AG-502
632 NO PARKING SIGNAGE REFER F2/AG-502
667 LINE OF WALL BELOW, SHOWN DASHED FOR CLARITY
690 2’-0” X 4’-0” FLOOR OPENING WITH REMOVABLE GRATING
691 4’-0” X 4’-0” FLOOR OPENING WITH REMOVABLE GRATING
KEYNOTES
616 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER G7/AG-501
617 RESERVED ACCESSIBLE PARKING SIGNAGE, REFER C1/AG-502
618 RESERVED VAN ACCESSIBLE PARKING SIGNAGE, REFER C1/AG-502
619 COMPACT CAR PARKING SIGNAGE, REFER F4/AG-502
620 ELECTRIC VEHICLE PARKING SIGNAGE, REFER F7/AG-502
623 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER A4/AG-501
624 PEDESTRIAN WAYFINDING SIGNAGE, REFER F9/AG-502
625 EMERGENCY ILLUMINATED EXIT LIGHT, REFER ELECTRICAL
627 COMPACT SPACE DIMENSION, TYP.
628 8'-2" CLEARANCE BANG BAR SIGNAGE, REFER AG500
KEYNOTES
604 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER C1/AG-501
605 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER D1/AG-501
606 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER E1/AG-501
607 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER F1/AG-501
608 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER G1/AG-501
610 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER C4/AG-501
611 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER D4/AG-501
615 7'-6" CLEARANCE BANG BAR SIGNAGE, REFER AG500
KEYNOTES
547 4” WIDE PARKING STRIPING (TYP) PAINT BLUE
548 PAINTED NEW YORK STATE UNIVERSAL SYMBOL OF ACCESSIBILITY, REFER
C3/AG-502
550 VEHICULAR FLEXIBLE DELINEATORS
563 MECHANICAL EQUIPMENT, REFER MECHANICAL
564 GARAGE FLOOR DRAINS, REFER PLUMBING
589 PIPE GUARD, TYPICAL AT ALL VERTICAL PIPE LOCATIONS, REFER F5/A-441
602 VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS, REFER A1/AG-501
603 ACCESSIBLE VEHICULAR WAYFINDING SIGNAGE WITH DIRECTIONAL ARROWS,
REFER B1/AG-501
KEYNOTES
517 LINE OF FACILITY ABOVE, SHOWN DASHED FOR CLARITY
519 4” WIDE PARKING STRIPING (TYP) PAINT SAFETY YELLOW
521 ELECTRICAL VEHICLE CHARGING STATION PARKING (TYPICAL OF 6) WITH DUAL
CHARGING STATIONS (TYP OF 3); SHOWN HATCHED
524 ARROW INDICATES GARAGE DRAIN SLOPES, REFER PLUMBING FOR DRAIN
LOCATIONS
525 CONCRETE WALL, REFER STRUCTURAL
535 TYPICAL PARKING STRIPING DIMENSIONS
536 MECHANICAL VENTILATION CHASE, REFER STRUCTURAL AND MECHANICAL
542 7 STRAND 1/2" VEHICULAR RATED BARRIER CABLES AT EACH SIDE OF RAMP AT 4"
O.C. TO 3'-6" IN HEIGHT, REFER F8/S-504 FOR DETAIL OF VEHICULAR RATED CABLE
BARRIER.
GENERAL NOTES
A REFER A-320 FOR PARKING STRUCTURE BUILDING SECTIONS
B PROVIDE ANTI SLIP SURFACE FOR ALL PAVEMENT MARKINGS
C REFER A-441, A-442 FOR ENLARGED PLANS AT GARAGE LEVELS
D REFER A-631 FOR PARTITION TYPES
E REFER AG-501, AG-502 FOR WAYFINDING SIGNAGE AT GARAGE LEVELS
F REFER A-11A.A AND A-11B.A FOR DEDUCT ALTERNATE #2 FLOOR PLANS
G ALL GARAGE CMU PERIMETER WALLS TO BE VEHICULAR IMPACT RESISTANT,
REFER STRUCTURAL
A
M E
N D
M E
N T
/0
/2
A
M E
N D
M E
N T
/2
/2
1 1
1 1
1 1
1 1 1 1 1
DN
DN
DN
UP
FE
FE
1.5 2 3 4 5 6 7 8 9 10 11 12 13 13.5 14
GA
GB
GC
GD
GE
GF
GG
GH
GI
GJ
GK
GL
G
A
C
D
E
A1
A-320
A1
A-320
B.3
1.4
E1
A-320
E1
A-320
C1
A-320
C1
A-320
F1
A-320
F1
A-320
E.5
14.7
RAMP
DOWN
8' - 8" 15' - 5"
1' - 6"
18' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 32' - 0" 18' - 0" 1' - 6" 12' - 6" 13' - 10"
391' - 0"
PARKING LEVEL A
PS-A01
LOBBY
PS-A03
LOBBY
PS-A11
STAIR
PS-A08
ELEC
PS-A09
UP
SLOPE
DOWN
S L O
P E
D O
W
N SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
COMM
PS-A02
COMPACT COMPACT
C O
M P
A C
T C
O M
P A
C T
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
S L O
P E
D O
W N
SLOPE
DOWN
SLOPE
UP
SLOPE
UP
S L O
P E
U P
S L O
P E
U P
PSA09.A
FIRE ROOM
PS-A10
C O
M P
A C
T C
O M
P A
C T
C O
M P
A C
T
ELEV #1
PS-A07
GA.D
C
O M
P A
C T
C O
M P
A C
T
A-226
F1
A-227
A1
A-227
F1
A-226
A1
PARKING SCHEDULE - DEDUCTIVE ALT #02
FLOOR
LEVEL A
LEVEL B
TOTAL
TOTAL PARKING SPACES
ACCESSIBLE PARKING SPACES
7 REGULAR; 2 VAN
9 OF WHICH 2 ARE
VAN ACCESSIBLE
COMPACT SPACES
8 16 3241216
SCALE: 1/16" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
PLAN NORTH
A-11A.A
A R
C H
IT
E
C T
U R
A L P
L A
N
P A
R K
IN
G
L E
V E
L A
D
E D
U C
T
IO
N A
L T
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
C .S
L .F
G .C
M A
Y
,2
W D
S -1
-D
-0
W D
S F
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
F Y
P
N
F
Y P
N
1/16" = 1'-0"A1
OVERALL - PARKING STRUCTURE
- LEVEL A - DEDUCTIVE ALT #02
GENERAL NOTES
A REFER A-320 FOR PARKING STRUCTURE BUILDING SECTIONS
B PROVIDE ANTI SLIP SURFACE FOR ALL PAVEMENT MARKINGS
C REFER A-441, A-442 FOR ENLARGED PLANS AT GARAGE LEVELS
D REFER A-631 FOR PARTITION TYPES
E REFER AG-501, AG-502 FOR WAYFINDING SIGNAGE AT GARAGE LEVELS
F REFER A-11A.A AND A-11B.A FOR DEDUCT ALTERNATE #2 FLOOR PLANS
G ALL GARAGE CMU PERIMETER WALLS TO BE VEHICULAR IMPACT RESISTANT,
REFER STRUCTURAL
A
M E
N D
M E
N T
/2
/2
UP
DN
UP
DN
DN
1.5 2
GF
GG
GH
GI
GJ
GK
D
44' - 3" 1' - 0" 4' - 0"
18' - 9" 6' - 10" 18' - 0"
526527
(TYP)(TYP)
PSB06.A
M31 M3M3M3
P30 P3P3P3
ELEV #1 MACH
ROOM
PS-B06
ELEV #1
PS-B07
B.3
1.4
A-762
A4
A-763
D1
635635
R .O
F30 F3F3F3
F10 F1F1F1F30 F3F3F3
P30 P3P3P3
P30 P3P3P3
P30 P3P3P3P30 P3P3P3
P30 P3P3P3P30 P3P3P3
P30 P3P3P3
M32 M3M3M3
P30 P3P3P3
F30 F3F3F3
F30 F3F3F3
F30 F3F3F3
LOBBY
PS-B03
SOUTH STAIR
PS-B04
CORRIDOR
PS-B05
135' - 2"
135' - 2"
P30 P3P3P3
P S
B .A
R .O
W1
M31 M3M3M3
W2
W2
W2
W1
W1
R .O
M32 M3M3M3
M32 M3M3M3
P30 P3P3P3P30 P3P3P3
M31 M3M3M3
5' - 0"
PSB04.A
PSB03.B
PSB03.A
M31 M3M3M3M31 M3M3M3
M32 M3M3M3M32 M3M3M3
16' - 6" 1' - 6"
F30 F3F3F3
P30 P3P3P3
F30 F3F3F3
F10 F1F1F1
F30 F3F3F3
F10 F1F1F1
P30 P3P3P3 P30 P3P3P3
7' - 6"
1' - 6"
G31 G3G3G3
13 13.5 14
GI
GJ
GK
GL
G
D
E
LOBBY
PS-B10
18' - 0" 14' - 0"
(TYP)
R .O
PSB10.A
PSB10.B
M31 M3M3M3
M31 M3M3M3
M31 M3M3M3
M31 M3M3M3
M31 M3M3M3
R .O
W2
W2
W2
W2
2' - 6"
A-765
A1
E.5
14.7
/2
/2
P30 P3P3P3P30 P3P3P3 F30 F3F3F3
F30 F3F3F3F30 F3F3F3
R .O
/2
PSB11.A
NORTH STAIR
PS-B11
5' - 0"
5' - 0"
P30 P3P3P3
M32 M3M3M3
M31 M3M3M3
M31 M3M3M3
1' - 6" 16' - 8"
1.5 2
GF
GG
GH
GI
GJ
GK
C
D
LOBBY
PS-A03
PSA03.B
PSA03.A
A-762
C4
R .O
R .O
W1
W1
W1
W1
ELEV #1
PS-A07
B.3
1.4
A-763
A1
M32 M3M3M3
M32 M3M3M3
M32 M3M3M3
M31 M3M3M3
M31 M3M3M3
M31 M3M3M3
M31 M3M3M3
P30 P3P3P3
P30 P3P3P3
P30 P3P3P3
P30 P3P3P3
P30 P3P3P3P30 P3P3P3
F30 F3F3F3
F30 F3F3F3
P30 P3P3P3
P30 P3P3P3
F30 F3F3F3
F30 F3F3F3
20' - 0"
TYP
5' - 0"
6" 18' - 0" 1' - 6"
R .O
R .O
7' - 4 1/4"
ELEV #1 MACH
ROOM (FREIGHT)
PS-A06
W1
W1
A-442
F7
A-442
D7
A-442
C7
A-442
A3
A-442
A5
A-442
A7
SOUTH STAIR
PS-A04
CORRIDOR
PS-A05
COMM
PS-A02
147' - 8"
15' - 0"
20' - 0"
P30 P3P3P3
P30 P3P3P3
P S
A .A
PSA04.A
PSA06.A
PSA02.A
F30 F3F3F3
F30 F3F3F3
G31 G3G3G3
F30 F3F3F3
P30 P3P3P3
15' - 3"
F30 F3F3F3
P30 P3P3P3
M31 M3M3M3
M32 M3M3M3
M32 M3M3M3
18' - 0"
147' - 8"
M32 M3M3M3
M31 M3M3M3M31 M3M3M3
P30 P3P3P3P30 P3P3P3
P30 P3P3P3
13 13.5 14
GL
G
LOBBY
PS-A11
1' - 6" 18' - 0"
P S
A .A
18' - 0" 14' - 0" 13' - 10"
M31 M3M3M3
1' - 6" 2' - 0" 3' - 4" 2' - 8"
2' - 0" 2' - 0" 2' - 0"
4' - 0"
W1W1
/2
A-765
D1
E.5
14.7
P30 P3P3P3
P30 P3P3P3
F30 F3F3F3
M31 M3M3M3M31 M3M3M3
F30 F3F3F3
M32 M3M3M3
PSA12.A
NORTH STAIR
PS-A12
7' - 0"
F30 F3F3F3F30 F3F3F3
2' - 7"2
M31 M3M3M3
M31 M3M3M3
644644
GC
GD
GE
11' - 6" 2' - 6"
14' - 0"
R
9' - 0"
(TYP)
F1
A-441
E
Q T
R E
A D
S
5' - 0" 2' - 4"
148' - 8 1/2"
141' - 1 1/2"
1.5 2
G
SUMP
PS-B02
2" 18' - 0"
18' - 2"
P S
B .B
9' - 8"
GDGE
RAMP LANDING
141' - 1 1/2"
LEVEL A LANDING
148' - 8 1/2"
E
Q R
IS
E
R S
@ 11" = 11' - 0"
12 EQ TREADS
148' - 8 1/2"
(TYP)
141' - 1 1/2"
6"
A1
A-760
SIM
A-760
E1
SIM
A-760
E3
SIM
A-760
E8
SIM
V A
R
IE
S
M
IN
2"
V A
R
IE
S
M
IN
NOTE:
ALL GUARDS ARE TO BE
PAINTED
"SAFETY YELLOW"
585585
04 8 16268
SCALE: 1/8" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
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S
D R
A W
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D E
S
IG
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D B
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S U
B M
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T
E D
B Y
S
IZ
E
C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
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IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
PLAN NORTH
A-441
E N
L A
R G
E D
P L A
N S
P
A R
K
IN
G S
T R
U C
T U
R E
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
C .S
L .F
G .C
G .C
M A
Y
,2
W D
S -1
-D
-0
W D
S F
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
F Y
P
N
F
Y P
N
1/8" = 1'-0"A6
ENLARGED PLAN AT
LEVEL B SOUTH LOBBY
1/8" = 1'-0"A8
ENLARGED PLAN AT
LEVEL B NORTH LOBBY
KEYNOTES
185 SUMP PIT WITH REMOVABLE STEEL GRATE, REFER STRUCTURAL, PLUMBING
518 CONCRETE EGRESS STAIRS, REFER STRUCTURAL
525 CONCRETE WALL, REFER STRUCTURAL
526 CONCRETE COLUMN WITH 3/4" CHAMFER, REFER STRUCTURAL,TYP
527 4” WIDE PARKING STRIPING, SAFETY YELLOW
538 FULL HEIGHT CHAIN-LINK ENCLOSURE WITH PAIR 4'-0" ACCESS GATES
542 7 STRAND 1/2" VEHICULAR RATED BARRIER CABLES AT EACH SIDE OF RAMP AT
4" O.C. TO 3'-6" IN HEIGHT, REFER F8/S-504 FOR DETAIL OF VEHICULAR RATED
CABLE BARRIER.
562 6" DIA X 4'-0" HIGH CONCRETE-FILLED STEEL PIPE BOLLARD; PAINT SAFETY
YELLOW; REFER DETAIL A8/A-442
580 CONTINUOUS PAINTED STEEL HANDRAIL/GUARDRAIL REFER A1/A-760
584 AR-1 AREA OF REFUGE INDICATION SIGNAGE ADJACENT TO DOOR, REFER I-14B
AND I-14A FOR SIGNAGE LOCATION PLANS OF GARAGE LOBBIES
585 PLUMBING LINE, DIAMETER VARIES, REFER PLUMBING
586 3/8" EXPANSION ANCHORS - MIN. 3 1/2" EMBEDMENT - 2 ANCHORS PER END
587 1/4" GALV. BENT STEEL PLATE ANCHORED TO COLUMN - STEEL PLATE 1' - 0" HIGH
& 1' - 6" A.F.F. TO THE CENTERLINE OF PLATE
588 ALTERNATE CONFIGURATION OR PROTECTION PLATE - FABRICATE PER
SPECIFIC CONDITION AT EACH COLUMN OR SHEAR WALL
590 PROVIDE WARPED SLAB AT LEVEL DOOR LANDINGS, TYPICAL AT ALL EGRESS
DOOR LOCATION, REFER STRUCTURAL
593 TERMINATE PERIMETER INSULATION AT CONCRETE COLUMN TO PROVIDE
OVERLAP WITH EXTERIOR WS-7 INSULATION, REFER EXTERIOR ARCHITECTURE
FOR WS-7 EXTENTS
622 AREA OF REFUGE WITH 2-WAY COMMUNICATION DEVICE AND SIGNAGE, REFER
A6/AG-502, TELECOMMUNICATIONS, AND FIRE PROTECTION
625 EMERGENCY ILLUMINATED EXIT LIGHT, REFER ELECTRICAL
626 ROOM IDENTIFICATION SIGNAGE WITH AREA OF REFUGE IDENTIFICATION
629 NO PARKING IN ACCESSIBLE AISLE SIGNAGE REFER F1/AG-502
633 STUB COLUMN TO SUPPORT VEHICULAR CABLE BARRIER
635 FREIGHT ELEVATOR HYDRAULIC PIT, REFER INTERIOR ARCHITECTURE AND
STRUCTURAL
636 METAL NOSING, TYP
637 DOOR TO BE EQUIPPED WITH ELECTRIC MAGNETIC HOLD OPEN DEVICE
644 INTERSTITIAL SPACE
679 LIGHT GAUGE METAL INFILL FRAMING TO SUPPORT GYPSUM CEILING, STUD
CAVITY VARIES FROM 7/8” TO 3” AS BEAM SLOPES
1/8" = 1'-0"A1
ENLARGED PLAN AT
LEVEL A SOUTH LOBBY
1/8" = 1'-0"A3
ENLARGED PLAN AT
LEVEL A NORTH LOBBY
1/8" = 1'-0"C3
ENLARGED PLAN AT
RAMP JUMP STAIR
1/8" = 1'-0"F4
ENLARGED PLAN
AT SUMP ROOM
GENERAL NOTES
A REFER A-320 FOR PARKING STRUCTURE BUILDING SECTIONS
B PROVIDE ANTI SLIP SURFACE FOR ALL PAVEMENT MARKINGS
C REFER A-441, A-442 FOR ENLARGED PLANS AT GARAGE LEVELS
D REFER A-631 FOR PARTITION TYPES
E REFER AG-501, AG-502 FOR WAYFINDING SIGNAGE AT GARAGE LEVELS
F REFER A-11A.A AND A-11B.A FOR DEDUCT ALTERNATE #2 FLOOR PLANS
G ALL GARAGE CMU PERIMETER WALLS TO BE VEHICULAR IMPACT RESISTANT,
REFER STRUCTURAL
1/4" = 1'-0"F1
JUMP STAIR SECTION 1" = 1'-0"F5
TYPICAL PIPE GUARD
02 4 8134
SCALE: 1/4" = 1'-0"
1/2 1 21
SCALE: 1" = 1'-0"
A
M E
N D
M E
N T
/2
/2
1 1
13 13.5 14
GL
G
F
E.5
14.7
LOBBY
PS-A11
NORTH STAIR
PS-A12
D6
A-443
157' - 11" E42 E4E4E4
E42 E4E4E4
1' - 2" 6' - 8"
13 13.5 14
GI
GJ
GK
GL
G
D
E
F
E.5
14.7
LOBBY
PS-B10
NORTH STAIR
PS-B11
151151
1.5 2
GF
GG
GH
GI
GJ
C
D
B.3
1.4
ELEV #1 MACH
ROOM
PS-B06
ELEV #1
PS-B07
LOBBY
PS-B03
SOUTH STAIR
PS-B04
CORRIDOR
PS-B05
F1
A-443
7' - 3 1/4"
7' - 3 1/4"
F10 F1F1F1
F10 F1F1F1
F10 F1F1F1
F10 F1F1F1
F10 F1F1F1
7' - 1 3/8"
7' - 1 3/8"
F10 F1F1F1
639639
F2
A-443
F1
A-443
F1
A-443
SIM
SIM
1.5 2
GF
GG
GH
GI
GJ
C
D
E
B.3
1.4
ELEV #1
PS-A07
LOBBY
PS-A03
ELEV #1 MACH
ROOM (FREIGHT)
PS-A06
SOUTH STAIR
PS-A04
CORRIDOR
PS-A05
COMM
PS-A02
151151
639639
7' - 6 1/2"
F1
A-443
SIM
F30 F3F3F3
F30 F3F3F3
CONTROL JOINT
PAINTED, MOISTURE RESISTANT GYPSUM BOARD
CEILING AS SCHEDULED
REFLECTED CEILING PLAN LEGEND
2'-0" X 2'-0" ACOUSTICAL CEILING TILE AS
SCHEDULED CENTERED IN SPACE AS INDICATED
LIGHT FIXTURE; REFER TO ELECTRICAL
DRAWINGS.
SUPPLY AIR DIFFUSERS; REFER TO
MECHANICAL DRAWINGS.
RETURN AIR GRILLE; REFER TO
MECHANICAL DRAWINGS.
EXIT LIGHT FIXTURE; REFER TO
ELECTRICAL DRAWINGS.
SPRINKLERS, SMOKE DETECTORS, AND
SPEAKER STROBES; REFER TO FIRE
PROTECTION DRAWINGS.
LEVEL 1
163' - 2"
6' - 8"
E42 E4E4E4
M32 M3M3M3
684678
575679
680680
V A
R
IE
S
575679640
V A
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US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
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B Y
S
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E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
PLAN NORTH
A-443
E N
L A
R G
E D
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N S
P
A R
K
IN
G S
T R
U C
T U
R E
W E
S T
P O
IN
T
N
Y
N E
W Y
O R
K D
IS
T
R
IC
T F
E D
E R
A L P
L A
Z A
N E
W Y
O R
K N
Y
C .S
L .F
G .C
M A
Y
,2
W D
S -1
-D
-0
W D
S F
RTA SUBMISSION
C Y
B E
R
E N
G
IN
E E
R
IN
G A
C A
D E
M
IC
C E
N T
E R
F Y
P
N
F
Y P
N
1/8" = 1'-0"A6
ENLARGED REFLECTED CEILING
PLAN AT LEVEL A NORTH LOBBY
1/8" = 1'-0"A8
ENLARGED REFLECTED CEILING
PLAN AT LEVEL B NORTH LOBBY
1/8" = 1'-0"A3
ENLARGED REFLECTED CEILING
PLAN AT LEVEL B SOUTH LOBBY
1/8" = 1'-0"A1
ENLARGED REFLECTED CEILING
PLAN AT LEVEL A SOUTH LOBBY
KEYNOTES
106 MECHANICAL EQUIPMENT, REFER MECHANICAL
123 MECHANICAL DUCTWORK, REFER MECHANICAL
150 FIRE PROTECTION EQUIPMENT, REFER FIRE PROTECTION
151 OPEN TO STRUCTURE ABOVE
312 CEILING AS SCHEDULED
320 REINFORCED CONCRETE SLAB, REFER STRUCTURAL
403 LIGHT FIXTURE, REFER ELECTRICAL
543 CONCRETE BEAM, REFER STRUCTURAL
575 CORNER BEAD, TYPICAL OF ALL EXPOSED CORNERS
639 GYPSUM FURRING BEAM ENCLOSURE, REFER F1/A-443 AND F2/A-443
640 CONTINUOUS 12 GAUGE L-ANGLE FRAMING TO SUPPORT HORIZONTAL INFILL LIGHT
GAUGE METAL FRAMING
650 CONCRETE-FILLED METAL PAN STAIRS, REFER STRUCTURAL FOR STAIR SUPPORT
651 CONCRETE-FILLED METAL PAN LANDING, REFER STRUCTURAL FOR STAIR SUPPORT
677 MECHANICAL DUCTWORK, REFER MECHANICAL
678 2 HOUR RATED SOFFIT, UL# U415
679 LIGHT GAUGE METAL INFILL FRAMING TO SUPPORT GYPSUM CEILING, STUD CAVITY
VARIES FROM 7/8” TO 3” AS BEAM SLOPES
680 5/8" GYPSUM WALLBOARD
683 7/8" CONT. VERTICAL HAT CHANNEL FRAMING
684 8"x8"x16" MODULAR CMU, GROUTED SOLID; REFER STRUCTURAL
685 3" Z-FURRING CHANNEL WITH 3" POLYISOCYANURATE RIGID FOAM INSULATION
GENERAL NOTES - REFLECTED CEILING PLAN
A REFER TO A-11A THRU A-11B FOR FLOOR PLANS
B REFER TO A-651 FOR PARTITION TYPES
C AT CONDITIONS WHERE LIGHTS, SPRINKLERS, OR OTHER DEVICES ARE
COINCIDENT ON PLAN, FIXTURES ARE AT DIFFERENT LOCATIONS VERTICALLY .
REFER TO ELECTRICAL AND FIRE PROTECTION FOR FIXTURE MOUNTING HEIGHTS
D ALL CEILINGS ARE AT 9'-0" A.F.F. UNLESS OTHERWISE NOTED
1/2" = 1'-0"D6
DUCT SOFFIT SECTION
1" = 1'-0"F1
FURRING DETAIL
1" = 1'-0"F2
FURRING DETAIL
1 2 42
SCALE: 1/2" = 1'-0"
04 8 16268
SCALE: 1/8" = 1'-0"
1/2 1 21
SCALE: 1" = 1'-0"
A
M E
N D
M E
N T
/2
/2
SEE STRUCTURAL
DRAWINGS
27A
27B
/2
/2
/8
/8
SEE STRUCTURAL
DRAWINGS
/2
/2
RS-1A
RS-1B
RADIENT TUBING
SEE MECHANICAL DRAWINGS
FIRST FLOOR
SEE STRUCTURAL DRAWINGS
INTERIOR
INTERIOR PARKING GARAGE
10B
27A
SEE STRUCTURAL
DRAWINGS
/2
HIGH
COMPRESSIVE
STRENGTH
27A
PLAZA FINISH/ SERVICE YARD FINISH
SEE LANDSCAPE DRAWINGS
V A
R
IE
S
SEE STRUCTURE DRAWINGS
EXTERIOR
INTERIOR PARKING GARAGE
CL
INTERIOR EXTERIOR
VARIES
5" 6 1/4" 1"
3/4"
GL-2
GALVANIZED
BACKPAN
INS-6
1' - 1"
GENERAL NOTES
1. REFER TO A-231 FOR EXTERIOR FINISH SCHEDULE
2. REFER TO A-584 THRU A-592 FOR ORNAMENTAL PROFILES
27A
10D
27B
/2
/2
/8
/8
SEE STRUCTURAL
DRAWINGS
RS-5
/4
" 1
/2
METAL CONDUCTIVE MESH
SLAB
SEE STRUCTURAL DRAWINGS
10B
FOR RADON MITIGATION
SYSTEM SEE PARKING
GARAGE SERIES DRAWINGS
KEY NOTES
1 AIR AND MOISTURE BARRIER
2 BACKER ROD AND SEALANT
3 CMU
ST-1 FINISH
COVER BOARD
INSULATION - INS-1 MINERAL WOOL
DRAINAGE MAT
SS STONE ANCHOR W/ DOUBLE SIDED PINS
SHELF ANGLE OR BENT PLATE 2/3
BEARING - SEE STRUCTURAL DRAWINGS
2-PART METAL FLASHING
COLD FOARMED METAL FRAMING
CONCRETE ON METAL DECK - SEE
STRUCTURAL DRAWINGS
PENCIL WEEP W/ WICK
BOND BEAM
CONCRETE BOLT
SBS FINISH PLY
SBS INTERPLY
PMMA LIQUID FLASHING
POUR STOP
METAL FLASHING
INSULATED GLAZING UNIT
WINDOW HEAD
WINDOW SILL
WINDOW INTERMEDIATE MULLION
NON-SHRINK GROUT
SS THROUGH WALL FLASHING
PROTECTION BOARD
COMPRESSIBLE PAD
ST-4 FINISH
STONE ANCHOR, NON-ADJUSTABLE
METAL DRIP EDGE
FILLET SEALANT
PRESSURE TREATED WOOD BLOCKING
CONCRETE PAVERS ON PEDESTALS
STOREFRONT ANCHOR
SHIM AS REQUIRED
UNILOCK LARGE FORMAT PAVERS
SAND
HEAT TRACE
TUBE WEEPS
MORTAR NET
FILTER FABRIC
CAST-IN-PLACE CONCRETE
PRECAST ANCHORAGE - DELEGATED
DESIGN
INSULATION - INS-4 POLYISO
SEALANT, SELF LEVELING
STEEL PLATE - SEE STRUCTURAL
DRAWINGS
(2) SBS BASE PLIES
SMOKE SEAL
INSULATION - INS-6 MINERAL WOOL FOIL
FACED
STONE ANCHOR - ADJUSTABLE
FIREPROOFING
ALL KEY NOTES MAY NOT BE USED
BLINDSIDE WATERPROOFING
PRECAST CONCRETE
EXTERIOR SHEATING
MP-1 INSULATED METAL PNL
ST-3 FINISH
ST-2 FINISH
INSULATION - INS-2 EXTRUDED
POLYSTYRENE XPS
STRUCT. STEEL - SEE STRUCT.
SERIES DWGS.
WINDOW JAMB
STUCCO AND FINISH
AIR SPACE
STONE ANCHOR-ENGINEERED
METAL BACKPAN
INTERMITTENT REINFORCING CLIPS
TAPE
CURTAIN WALL DOOR JAMB
PROTECTION MAT
DRAINAGE PLATE
SEPARATION FABRIC
EXTENSIVE SOIL MIX
PLANT
VAPOR BARRIER
CRUSHED STONE SEE
CIVIL/STRUCTURAL DRAWINGS
INSULATION, INS-5
SPRAY FOAM W/ INTUMESCENT FINISH
SS TUBE
SS COVER PLATE
SS FLEXIBLE HOSE
RESILIENT BOLT
LINTEL W/REINFORCING STL
SS ANGLE
SS ANGLE AROUND DUCT ON ALL SIDES
W/ SS ANCHOR BOLTS @ 8" OC MAX
METAL SLEEVE
SS SLEEVE W/ FLANGE
EMBED IN BED OF SEALANT
WS-7
FOUNDATION WATERPROOFING
GUARD RAILING SEE SHEET A-581
FOR INFO.
SCUPPER
END DAM
GASKETED DOOR SADDLE
EXPANSION JOINT BELOW
STARTER EXTRUSION
CONCEALED CLIP
SPLICE PLATE
COPING COVER
EXPANSION JOINT & PRECOMPRESSED
SEALANTS
GREEN TRAY SYSTEM
ROOT BARRIER
WINDOW CORNER MULLION
3 WAY BONDING DOVETAIL FLASHING
7A
7B
7C
7D
10A
10B
27A
INSULATION - INS-8 BLDG INSULATION
BLANKET
10E
INSULATION - INS-9 RIGID THERMOSET INS10F
GLAZING104
RAILING SHOE105
SS RAILING TOP TRACK106
METAL CAP107
STONE SCUPPER108
SPANDREL PANEL BY CW MFG109
METAL PANEL BY WINDOW
MAUNFACTURER
STEEL TUBE BY STONE
MANUFACTURER
WOOD DOOR AND FRAME111
ROOFING SYSTEM COMBINED AIR
BARRIER & VAPOR RETARDER
27B
RS-3112
ALUMINUM EXTRUDED COVER PLATE
BY WINDOW MANUFACTURE
114 WS-5
INSULATION - POLYISOCYANURATE10D
115 WATERPROOFING MEMBRANE
116 PERIMETER FIRE BARRIER SYSTEM CLIP
117 Z-GIRTSTRAP ANCHOR SEALED ALL AROUND53
US Army Corps of Engineers ®
SHEET ID
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M A
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W D
S -1
-D
-0
W D
S -1
-D
-0
RTA SUBMISSION
C Y
B E
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E N
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IN
E E
R
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G A
C A
D E
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N T
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1 1/2" = 1'-0" D4
RS-1 SBS BUILT UP ROOF
R-VALUE RS-1
AIR FILM - EXTERIOR
MATERIAL THICKNESS R-VALUE
SBS BASE PLY
SBS FINISH PLY
(2) SBS BASE PLIES
COVER BOARD
INSULATION - POLYISOCYANURATE 5.6 R/in.
AIR FILM - INTERIOR
TOTAL
0" N/A
0" N/A
0" N/A
1/2" N/A
7.5" 42.00 c.i.
0" N/A
0" N/A
8 1/8" 42.00 c.i.
COVER BOARD 5/8" N/A
1 1/2" = 1'-0" A1
RS-3 BELOW FIRST FLOOR SLAB AT
PARKING GARAGE AND PLAZA
R-VALUE RS-3
AIR FILM - INTERIOR
MATERIAL THICKNESS R-VALUE
CONCRETE PER STRUCTURE
VAPOR BARRIER
INSULATION - SPRAY FOAM 7.4 R/in.
AIR FILM - INTERIOR
TOTAL
0" N/A
VARIES N/A
0" N/A
3" 22.20 c.i.
0" N/A
3" 22.20 c.i.
1 1/2" = 1'-0" D6
RS-2 BUILT UP ROOF WITH TOPPING
R-VALUE RS-2
AIR FILM - EXTERIOR
MATERIAL THICKNESS R-VALUE
(2) SBS BASE PLIES
AIR FILM - INTERIOR
TOTAL
0" N/A
0" N/A
0" N/A
1'-0 1/2" 40.00 c.i.
BID ALTERNATE
TOPPING SLAB
SEE STRUCTURAL DRAWINGS
CONCRETE TOPPING SLAB 4" N/A
NOTE: SPRAY FOAM INSULATION SHALL BE CONTINUOUS AT ALL
STRUCTURAL BEAMS
THERMAL BARRIER INTUMESCENT COAT 0" N/A
FILTER FABRIC 0" N/A
1 1/2" = 1'-0" D1
WS-8 SPANDREL GLASS
R-VALUE WS-8
MATERIAL THICKNESS R-VALUE
GLASS
INSULATION - FOIL FACED MIN. WOOL 4.2 R/in.
AIR FILM - INTERIOR
TOTAL
1" N/A
5" 21.00 c.i.
0" N/A
1' - 1" 21.00 c.i.
BACKPAN 0" N/A
AIR FILM - EXTERIOR 0" N/A
AIR SPACE 6 1/4" N/A
NOTE:
• RS-1A SYSTEM ON DECKING
• RS-1B SYSTEM ON CONCRETE & DECKING
1 1/2" = 1'-0" A6
RS-5 GREEN ROOF
R-VALUE RS-5
AIR FILM - EXTERIOR
MATERIAL THICKNESS R-VALUE
SBS BASE PLY
SBS FINISH PLY
(2) SBS BASE PLIES
COVER BOARD
INSULATION - POLYISOCYANURATE
AIR FILM - INTERIOR
TOTAL
0" N/A
0" N/A
0" N/A
1/2" N/A
7" 42.00 c.i.
0" N/A
0" N/A
8 1/8" 42.00 c.i.
COVER BOARD 5/8" N/A
1 1/2" = 1'-0" A4
RS-4 SLAB ON GRADE
R-VALUE RS-4
AIR FILM - INTERIOR
MATERIAL THICKNESS R-VALUE
CONCRETE PER STRUCTURE
VAPOR BARRIER
INSULATION - XPS 5 R/in
AIR FILM - INTERIOR
TOTAL
0" N/A
VARIES N/A
0" N/A
4" 20.00 c.i.
0" N/A
4" 20.00 c.i.
NOTE: FOR AREA OF CEAC & GUARD HOUSE STRUCTURE
CONSTRUCTED NOT ABOVE THE PARKING GARAGE
CRUSHED STONE 0" N/A
NOTE:
WINDOW MANUFACTURER TO
PROVIDE MEANS OF VENTING AIR
SPACE AND CONDENSATION
DRAINAGE AS REQUIRED
NOTE: FOR USE AT GUARD HOUSE
SCALE: 1 1/2" = 1'-0"
INS. - HIGH COMPR. STRENGTH XPS 5 R/in 8" 40.00 c.i.
DRAINAGE MAT 1/2" N/A
SBS FINISH PLY 0" N/A
A
M E
N D
M E
N T
/0
/2
A D
M E
N D
M E
N T
/2
/2
WINDOW ASSEMBLY
SINGLE MANUAL
ROLLER SHADE
FASTENERS TO
PARTITION
LONG WALL MOUNT
AGLE
M
IN
REF RCP
CLNG HT
VARIES
WINDOW ASSEMBLY
SINGLE MANUAL
ROLLER SHADE
CONTINUOUS
BLOCKING
REF RCP
CLG HT
3 5/8" METAL
STUDS
CEILING TRIM
CLG AS SCHED
/4
4 3/4"
GENERAL NOTES
1. VERIFY IN FIELD ALL WINDOW OPENINGS BEFORE FABRICATING AND INSTALLING WINDOW SHADES.
2. SEE SPEC SECTION 12 24 13 ROLLER WINDOW SHADES FOR MORE INFORMATION.
3. BASIS OF DESIGN IS MECHO SHADE OR APPROVED EQUAL.
4. SHADE DETAILS LOCATED @ A6 / A-625 & A8 / A-625
5. SHADE DETAILS (BID ALTERNATES) LOCATED @ A7 / A531.A "MAHAN BRIDGE" & A8 / A532.A "FOURTH
FLOOR MEETING RMS."
SCALE: 1 1/2" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
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A-625
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-0
RTA SUBMISSION
WINDOW SHADE SCHEDULE
LOCATION -
ROOM # LOCATION MANUFACTURER MOUNTING TYPE
MOUNTING
HEIGHT MODEL
UNIT
WIDTH
SHADE
LENGTH
UNIT
DEPTH
EC-320B POWER CAPSTONE MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 6 3/4" 9' - 0" 3"
EC-325 PROJECT
MANAGEMENT
MECHO SHADE EXPOSED MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 1" 8' - 0" 3"
EC-325 PROJECT
MANAGEMENT
MECHO SHADE EXPOSED MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 1" 8' - 0" 3"
EC-326 EECS CAPSTONES MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-328 EECS CAPSTONES MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 7' - 2" 8' - 0" 3"
EC-328 EECS CAPSTONES MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 6' - 2" 8' - 0" 3"
EC-329 COST ANALYSIS MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 12' - 2" 8' - 0" 3"
EC-329 COST ANALYSIS MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-331A HUMAN DESIGN MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-331A HUMAN DESIGN MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 0" 8' - 0" 3"
EC-334 CYBER LAB MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 9" 9' - 0" 3"
EC-334 CYBER LAB MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 11" 9' - 0" 3"
EC-334 CYBER LAB MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 6 3/4" 9' - 0" 3"
EC-335 PROJECT
MANAGEMENT
MECHO SHADE EXPOSED MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 1" 8' - 0" 3"
EC-335 PROJECT
MANAGEMENT
MECHO SHADE EXPOSED MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 1" 8' - 0" 3"
EC-336 CYBER LAB MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 11" 9' - 0" 3"
EC-336 CYBER LAB MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 11" 9' - 0" 3"
EC-337 SYSTEMS DESIGN MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 11' - 2" 8' - 0" 3"
EC-337 SYSTEMS DESIGN MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 6' - 2" 8' - 0" 3"
EC-339 SYSTEMS DESIGN MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 7' - 7" 8' - 0" 3"
EC-339 SYSTEMS DESIGN MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 7' - 7" 8' - 0" 3"
EC-350 NETWORK ROOM MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-356 CYBER LAB, POD MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 6 3/4" 9' - 0" 3"
EC-356 CYBER LAB, POD MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 11" 9' - 0" 3"
EC-356 CYBER LAB, POD MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 11" 9' - 0" 3"
EC-358A CYBER LAB MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 9" 9' - 0" 3"
EC-358A CYBER LAB MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 11" 9' - 0" 3"
EC-358A CYBER LAB MECHO SHADE POCKET MOUNT (MOTORIZED) 10' - 0" ELECTROSHADE 8' - 6 3/4" 9' - 0" 3"
EC-362 SHARED COMPUTER
LAB
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 12' - 2" 8' - 0" 3"
EC-364 SHARED COMPUTER
LAB
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 4' - 2" 8' - 0" 3"
EC-364 SHARED COMPUTER
LAB
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-368A EECS CAPSTONES MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 6 3/4" 9' - 0" 3"
EC-368B EECS CAPSTONES MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 6 3/4" 9' - 0" 3"
EC-370B DSE CAPSTONE LAB MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 7' - 9" 9' - 0" 3"
EC-370B DSE CAPSTONE LAB MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 7' - 9" 9' - 0" 3"
EC-370B DSE CAPSTONE LAB MECHO SHADE POCKET MOUNT 11' - 1" MANUAL 5x 8' - 6" 12' - 0" 3"
EC-370B DSE CAPSTONE LAB MECHO SHADE POCKET MOUNT 11' - 1" MANUAL 5x 8' - 6" 12' - 0" 3"
WINDOW SHADE SCHEDULE
LOCATION -
ROOM # LOCATION MANUFACTURER MOUNTING TYPE
MOUNTING
HEIGHT MODEL
UNIT
WIDTH
SHADE
LENGTH
UNIT
DEPTH
FIRST FLOOR
EC-108A HYDROLOGY MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-108A HYDROLOGY MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 1" 8' - 0" 3"
EC-108A HYDROLOGY MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 1" 8' - 0" 3"
EC-126 CONTROLS MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 6' - 2" 8' - 0" 3"
EC-126 CONTROLS MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 7' - 2" 8' - 0" 3"
EC-135 MECHATRONICS MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 12' - 2" 8' - 0" 3"
EC-135 MECHATRONICS MECHO SHADE EXPOSED MOUNT 11' - 0" MANUAL 5x 8' - 1" 8' - 0" 3"
EC-135 MECHATRONICS MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 1" 8' - 0" 3"
EC-137 CADET METALSHOP MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 12' - 2" 8' - 0" 3"
EC-139 CADET WOODSHOP MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 12' - 2" 8' - 0" 3"
SECOND FLOOR
EC-204A TENSION TESTING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 13' - 9" 9' - 0" 3"
EC-204A TENSION TESTING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 7" 9' - 0" 3"
EC-208 PROJECT BASED
LEARNING
MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 10' - 2" 8' - 0" 3"
EC-210 3D PRINTING MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-216 TENSION TESTING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 9" 9' - 0" 3"
EC-216 TENSION TESTING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-216 TENSION TESTING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 3' - 5" 9' - 0" 3"
EC-218 TENSION TESTING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-218 TENSION TESTING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-230A MATERIALS SCIENCE MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 9' - 1" 8' - 0" 3"
EC-230A MATERIALS SCIENCE MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 9' - 1" 8' - 0" 3"
EC-231 BIOMECHANICS MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-231 BIOMECHANICS MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-233 WEAPONS MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 1" 8' - 0" 3"
EC-233 WEAPONS MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 1" 8' - 0" 3"
EC-236A MANUFACTURING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-236A MANUFACTURING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-236A MANUFACTURING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-236A MANUFACTURING MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 9" 9' - 0" 3"
EC-238 PROJECT BASED
LEARNING
MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 12' - 2" 8' - 0" 3"
EC-240 PROJECT BASED
LEARNING
MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 8' - 2" 8' - 0" 3"
EC-240 PROJECT BASED
LEARNING
MECHO SHADE EXPOSED MOUNT 10' - 0" MANUAL 5x 4' - 2" 8' - 0" 3"
EC-244 THERMODYNAMICS MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 13' - 2" 9' - 0" 3"
EC-244 THERMODYNAMICS MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 11' - 11 3/4"
9' - 0" 3"
EC-246 AERONAUTICAL MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 4" 9' - 0" 3"
EC-246 AERONAUTICAL MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 4" 9' - 0" 3"
EC-246 AERONAUTICAL MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 7' - 1 1/2" 9' - 0" 3"
EC-246 AERONAUTICAL MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 7' - 1 1/2" 9' - 0" 3"
EC-246 AERONAUTICAL MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 3' - 2" 9' - 0" 3"
EC-250 ELECTRONICS LAB MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 10' - 2" 8' - 0" 3"
THIRD FLOOR
EC-302 BASICS ELECTRONICS
LAB
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 1" 8' - 0" 3"
EC-302 BASICS ELECTRONICS
LAB
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 1" 8' - 0" 3"
EC-306 BASICS ELECTRONICS
LAB
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 4' - 0" 8' - 0" 3"
EC-306 BASICS ELECTRONICS
LAB
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 12' - 2" 8' - 0" 3"
EC-312 ADVANCED
ELECTRONICS
MECHO SHADE POCKET MOUNT 12' - 3" MANUAL 5x 8' - 4" 13' - 0" 3"
EC-312 ADVANCED
ELECTRONICS
MECHO SHADE POCKET MOUNT 12' - 3" MANUAL 5x 8' - 4" 13' - 0" 3"
EC-312 ADVANCED
ELECTRONICS
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 3' - 3" 9' - 0" 3"
EC-314 PHOTONICS MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 3' - 3" 9' - 0" 3"
EC-314 PHOTONICS MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-314 PHOTONICS MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 5' - 0" 9' - 0" 3"
EC-316 TELECOM LAB MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 12' - 2" 8' - 0" 3"
EC-316 TELECOM LAB MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-316 TELECOM LAB MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 4' - 11 3/4" 9' - 0" 3"
EC-318 ALTERNATIVE
ENERGY
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 10' - 2" 8' - 0" 3"
EC-318 ALTERNATIVE
ENERGY
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-318 ALTERNATIVE
ENERGY
MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 4' - 9 3/4" 9' - 0" 3"
EC-320A POWER LAB MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-320A POWER LAB MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 8' - 11" 9' - 0" 3"
EC-320A POWER LAB MECHO SHADE POCKET MOUNT 10' - 0" MANUAL 5x 3' - 4 3/4" 9' - 0" 3"
SCALE: 1 1/2" = 1'-0"A-625
SECTION - EXPOSED MOUNT SHADEA6
SCALE: 1 1/2" = 1'-0"A-625
REF SHEET: A-528
SECTION - POCKET MOUNT SHADEA8
A
M E
N D
M E
N T
/2
/2
GENERAL NOTES
1. VERIFY IN FIELD ALL WINDOW OPENINGS BEFORE FABRICATING AND INSTALLING WINDOW SHADES.
2. SEE SPEC SECTION 12 24 13 ROLLER WINDOW SHADES FOR MORE INFORMATION.
3. BASIS OF DESIGN IS MECHO SHADE OR APPROVED EQUAL.
4. SHADE DETAILS LOCATED @ A6 / A-625 & A8 / A-625
5. SHADE DETAILS (BID ALTERNATES) LOCATED @ A7 / A531.A "MAHAN BRIDGE" & A8 / A532.A "FOURTH
FLOOR MEETING RMS."
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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B M
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K E
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C O
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R A
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N O
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IC
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A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
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IP
T
IO
N
A-625.A
W
IN
D O
W S
H A
D E
S C
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D U
L E
A
D D
A L T
W E
S T
P O
IN
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Y B
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IN
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A C
A D
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IC
C
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T E
R A
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P A
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S -1
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-0
RTA SUBMISSION
FOURTH FLOOR WINDOW SHADE SCHEDULE - ADD ALT #03
LOCATION -
ROOM # LOCATION MANUFACTURER MOUNTING TYPE
MOUNTING
HEIGHT MODEL
UNIT
WIDTH
SHADE
LENGTH
UNIT
DEPTH NOTE
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 1' - 10 3/4" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 8' - 8 7/8" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 5' - 3 3/4" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 6' - 2" 12' - 0" 5 3/4" MOTORIZED SHADE TO STOP AT TOP OF DOOR FRAME
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 1' - 11" 12' - 0" 5 3/4" WIDTH MAY BE TOO SMALL FOR MOTORIZED SHADE. NEED VERIFICATION WITH VENDOR
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 6' - 2" 12' - 0" 5 3/4" MOTORIZED SHADE TO STOP AT TOP OF DOOR FRAME
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 8' - 8" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 8' - 8" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 6' - 6 7/8" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 10' - 4" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 6' - 2" 12' - 0" 5 3/4" MOTORIZED SHADE TO STOP AT TOP OF DOOR FRAME
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 2' - 0" 12' - 0" 5 3/4" WIDTH MAY BE TOO SMALL FOR MOTORIZED SHADE. NEED VERIFICATION WITH VENDOR
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 8' - 1" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 8' - 1" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 8' - 1" 12' - 0" 5 3/4"
EC-415A ROOM SOUTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 8' - 1" 12' - 0" 5 3/4"
EC-419A ROOM NORTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 3' - 6" 12' - 0" 5 3/4"
EC-419A ROOM NORTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 10' - 4" 12' - 0" 5 3/4"
EC-419A ROOM NORTH MECHO SHADE POCKET MOUNT (MOTORIZED) 11' - 0" ELECTROSHADE 7' - 6" 12' - 0" 5 3/4"
EC-41…
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