2016-08-03_WPES_Amend_6_Submittal_Volume1C.pdf
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- FY16 DODEA PN AM0033 Replace Elementary School Federal contract opportunity
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- W912DS-16-R-0010
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Amendment 0006 Drawings Vol 1 C
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LEVEL B
0' - 0"
A-325
B5
TOP OF MASONRY
10' - 0"
399399
W
IT
H S
T R
U C
T U
R A
L D
R A
W
IN
G S
C O
O R
D
IN
A T
E H
E
IG
H T
LEVEL B
0' - 0"
TOP OF CONCRETE
16' - 8"
A-325
C5
399399
W
IT
H S
T R
U C
T U
R A
L D
R A
W
IN
G S
C O
O R
D
IN
A T
E H
E
IG
H T
LEVEL B
0' - 0"
A-325
C5
399399
TOP OF CONCRETE
10' - 0"
W
IT
H S
T R
U C
T U
R A
L D
R A
W
IN
G S
C O
O R
D
IN
A T
E H
E
IG
H T
A3 A-318
A2 A-325
A3 A-325
A4 A-325
C1 A-325
B1 A-325
A1 A-325
15' - 3" 15' - 3"
15' - 3" 15' - 3" 12' - 8"
12' - 8"
CJCJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
A-513
A4
A-508
B4
EXISTING GYM
9' - 7 1/2"
LEVEL B
0' - 0"
3' - 4"
VJ
3' - 4"3' - 4"
VJ
VJ
LEVEL B
0' - 0"
CJ CJ CJ
EQEQ3' - 4"
CJ
EXISTING GYM
9' - 7 1/2"
LEVEL B
0' - 0"
3' - 4"
3' - 4" EQ EQ 3' - 4"
VJ VJ VJ
VJ
VJ
DAVID P. ISBELL A
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FOHTLAE
W
N O
M M
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No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
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C H
E C
K E
D B
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A N
S I 'D
F
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N A
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IS
S
U E
D A
T E
F
IL
E N
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B E
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1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :4
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579251
A-325
C H
I L L E
R E
N C
L O
S U
R E
P L A
N E
L E
V A
T
IO
N S
A N
D S
E C
T
IO
N S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016 3/4" = 1'-0"A-325
A2 WALL SECTION
3/4" = 1'-0"A-325
A3 WALL SECTION
3/4" = 1'-0"A-325
A4 WALL SECTION
SHEET KEYNOTES
301 FACE BRICK VENEER
310 POURED CONCRETE FOOTING, SEE STRUCTURAL
DRAWINGS
313 10" CMU
314 GROUT CAVITY SOLID BELOW GRADE
320 HORIZONTAL JOINT REINFORCEMENT AND BRICK TIE AT 16"
OC VERTICAL AND HORIZONTAL
324 10" BOND BEAM, SEE STRUCTURAL DRAWINGS
331 CONCRETE RETAINING WALL, SEE STRUCTURAL DRAWINGS
339 APPROXIMATE FINISH GRADE, SEE CIVIL DRAWINGS
340 POURED CONCRETE WALK, SEE CIVIL DRAWINGS
388 BITUMINOUS DAMPPROOFING
394 PRE-FINISHED METAL COPING SYSTEM
395 CHAIN LINK ENCLOSURE
396 GLAVANIZED STEEL POST SECURED TO WALL. SEE
STRUCTURAL DRAWINGS
399 BITUMINOUS DAMPROOFING ON CMU/CONCRETE BELOW
GRADE, EXTEND OVER TOP OF FOOTING
3117 PPT 2X WOOD BLOCKING WITH (1) LAYER OF 3/4" PLYWOOD
ON EACH SIDE
3120 1/2" DIAMETER ANCHOR BOLTS AT 24" OC MAX
3129 THRU-WALL FLASHING WITH WEEPS AT 24" OC
3154 UNDER SLAB VAPOR BARRIER
3155 TURN VAPOR BARRIER UP CMU WALL TO PROVIDE BOND
BREAK AT SLAB EDGE
3156 PROVIDE DOVE TAILED BRICK ANCHORS AT 16" OC VERT
AND HORIZ AT CONCRETE RETAINING WALLS WITH BRICK
VENEER
3174 GALVANIZED 3 1/2"X3 1/2"X6"X5/16" STEEL ANGLE AT 24" ON
CENTER VERTICALLY, SEE STRUCTURAL DRAWINGS 1/8" = 1'-0"A-104
D1 CHILLER YARD ENCLOSURE
1 1/2" = 1'-0"A-325
B5 DETAIL
1 1/2" = 1'-0"A-325
C5 DETAIL
1/8" = 1'-0"A-325
A1 ELEVATION
1/8" = 1'-0"A-325
C1 ELEVATION
1/8" = 1'-0"A-325
B1 ELEVATION
0 3" 1'9"6" 2' 1 1/2"=1'-0"
0 6" 1' 2' 3' 4' 3/4"=1'-0"
24'16'8'4'0 1/8"=1'-0"
GRAPHIC SCALES:
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
LEVEL 1
15' - 4"
5' - 9 1/8" 1 7/8"
SLOPE
"3191
LEVEL 1
15' - 4"
C3 A-326
8' - 3"
31633163
D4 A-326
C2 A-326
A3 A-326
/2
51' - 8"
' - 6
' - 0
' - 4
CJ
CJ
CJ
CJ
C1 A-326
12' - 6"
A4 A-326
1' - 0"
CJ
CJ
CJ
A4 A-326
SIM
LEVEL 1
15' - 4"
6"
301 331
A-325
B5
LEVEL 1
15' - 4"
LEVEL 1
15' - 4"
A-325
B5 OPP
HAND
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
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1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/2
/2
:1
:4
A
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579252
A-326
S E
C T
IO
N
S A
N D
D E
T A
IL
S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
3/4" = 1'-0"A-107
D1 RAILING DETAIL
SHEET KEYNOTES
301 FACE BRICK VENEER
310 POURED CONCRETE FOOTING, SEE STRUCTURAL
DRAWINGS
321 STONE CAP
331 CONCRETE RETAINING WALL, SEE STRUCTURAL
DRAWINGS
339 APPROXIMATE FINISH GRADE, SEE CIVIL DRAWINGS
388 BITUMINOUS DAMPPROOFING
394 PRE-FINISHED METAL COPING SYSTEM
3101 2" SQUARE TUBE TOP RAIL
3103 2" SQUARE TUBE POST
3104 3/4" SQUARE TUBE BALLUSTER AT 4" ON CENTER
MAX
3110 1 1/2" OD STEEL PIPE TOP RAIL
3111 1" OD STEEL PIPE INTERMEDIATE RAIL
3112 1 1/2" OD STEEL POST AT 4'-0" OC MAX
3113 1" OD STEEL PIPE BOTTOM RAIL
3114 3/4" OD STEEL PIPE BALLUSTER AT 4" OC MAX
3115 DETACHABLE SAFETY CHAINS, PROVIDE EYE HOOK
AT EACH POST
3121 POURED CONCRETE LOADING DOCK, SEE
STRUCTURAL DRAWINGS
3123 SET IN LUBRICATED SLEEVE
3124 SET 4" DEEP INTO NON-SHRINK GROUT
3126 POURED CONCRETE SLAB, SEE CIVIL DRAWINGS
3127 POROUS FILL
3128 PAVEMENT, SEE CIVIL DRAWINGS
3129 THRU-WALL FLASHING WITH WEEPS AT 24" OC
3133 CONCRETE FOUNDATION, SEE STRUCTURAL
DRAWINGS
3156 PROVIDE DOVE TAILED BRICK ANCHORS AT 16" OC
VERT AND HORIZ AT CONCRETE RETAINING WALLS
WITH BRICK VENEER
3157 REINFORCED CONCRETE SLAB, SEE STRUCTURAL
DRAWINGS
3162 DOCK LEVELER, SEE STRUCTURAL DRAWINGS FOR
PIT DIMENSIONS
3163 DOCK BUMPER
3176 PROVIDE DRIP EDGE ON EXPOSED EDGES
3177 FACE OF WALL
3178 10' HIGH MASONRY ENCLOSURE
3179 10' HIGH GATE
3180 6" PIPE BOLLARD, SEE CIVIL DRAWINGS
3190 1 1/2" SQUARE BOTTOM RAIL
3191 STEEL ESCUTCHEON ANCHORED WITH 3/8"
DIAMETER X 3" LONG EXPANSION ANCHORS, TYPICAL
1/4" = 1'-0"A-326
D4 GUARDRAIL AT LOADING DOCK
1/8" = 1'-0"
LOADING DOCK /DUMPSTER ENCLOSURE
PLAN
1 1/2" = 1'-0"A-326
C2 SECTION
3/4" = 1'-0"A-326
A3 SECTION
1 1/2" = 1'-0"A-326
C3 SECTION
0 3" 1'9"6" 2' 1 1/2"=1'-0"
0 6" 1' 2' 3' 4' 3/4"=1'-0"
8' 12'4'2'0 1/4"=1'-0"
24'16'8'4'0 1/8"=1'-0"
GRAPHIC SCALES:
1/8" = 1'-0"A-326
C1 ELEVATION
3/4" = 1'-0"A-326
A4 SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/1
/2
UP
DN
UP
DN
STAIR
BA01
C1 A-404
C3 A-404
13 TR
EA
D S
12"
13' - 0"
15 TR
EA
D S
12"
15' - 0"
1/ 4"
135.00° s3.6 s5 sN
A-508
C4
A-508
B1
2' - 0"
421S5B
S5B
S7B
S8B
S5B
S5B
A1 A-404
1/
4"
4'
8"
1/
4"
4'
8"
3/
4"
135.00°
135.00°
466466
A-611
S3S3
STAIR
1A27
C1 A-404
C3 A-404
13 TR
EA
D S
12"
13' - 0"
14 TR
EA
D S
12"
14' - 0"
4'
8"
1/ 4"
4'
8" s3.6 sN
S7B
S5B
A1 A-404
135.00°
135.00°
1' - 0 1/2"
1' - 4 1/2"
8 3/4"
20' - 4"
STAIR
BC10
A3 A-403
C1 A-403
6' - 1"
12 TREADS @ 11"
11' - 0" 8' - 4 5/8"
5' - 10" 19' - 5 5/8"
1' - 0"
25' - 5 5/8"
M2 F3D
M3R
A1 A-403
/8
M2
A3 A-403
C1 A-403
STAIR
1C10
6' - 1"
12 TREADS @ 11"
11' - 0"
/8
6' - 5"
13 TREADS @ 11"
11' - 11" 6' - 4"
A1 A-403
10"
10"
6"
A-408
D5
428428
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :5
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579253
A-401
E N
L A
R G
E D
S T
A
IR
P L A
N S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
1/4" = 1'-0"A-101
C1 STAIR PLAN
1/4" = 1'-0"A-105
C3 STAIR PLAN
SHEET KEYNOTES
419 1 1/2" DIAMETER NOMINAL STD. WEIGHT STAINLESS
STEEL HANDRAIL WITH SMOOTH SURFACE AND NO
SHARP CORNERS - BRUSHED FINISH
420 1 1/2" DIAMETER NOMINAL STD. WEIGHT STEEL PIPE
GUARDRAIL
421 METAL TREAD AND RISER PAN W/CONC FILL, RESIL
RISER WITH ABRASIVE STAIR NOSING, SEE FINISH
SCHEDULE FOR FLOOR FINISH ON TREADS
426 CONTINUOUS STEEL TUBE STRINGER, PROVIDE 1/4"
THICK STEEL CLOSURE PLATES AT ALL EXPOSED
ENDS, TYPICAL
428 STEEL LANDING FRAMING, SEE STRUCTURAL
DRAWINGS
464 RETURN GUARDRAILS AND HANDRAILS BACK TO
WALL TYPICAL, UNLESS OTHERWISE NOTED
465 RETURN HANDRAIL BACK TO GUARDRAIL / WALL
466 3-1/2" WIDE X 1-1/2" HIGH HARDWOOD GUARDRAIL
CAP, EASE ALL EDGES
4115 RESILIENT DIVIDER STRIP, TERRAZZO DIVIDER STRIP
IF BID OPTION IS SELECTED
4117 CONTINUOUS STEEL CHANNEL STRINGER, PROVIDE
1/4" CLOSURE PLATE AT ALL EXPOSED ENDS. SEE
STRUCTURAL DRAWINGS
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALE
1/4" = 1'-0"A-102
A1 STAIR PLAN
1/4" = 1'-0"A-107
A3 STAIR PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A
UP
DN
STAIR
BD12
A2 A-402
A4 A-402
10' - 8 3/8"
T
R E
A D
S
5' - 11" 4' - 9 3/8"
/2
/2
M2
M2
C3 A-403
STAIR
1D10
A2 A-402
A4 A-402
T
R E
A D
S
5' - 3"5' - 3"
2 3/8"
T
R E
A D
S
10' - 8 3/8"
C3 A-403
A-408
D5
CORRIDOR
1E07
/2
T
R E
A D
S
9' - 5 1/8"
EQ EQ
A3 A-405
A-408
D1
A-408
D2
LEVEL 1
15' - 4"
LEVEL B
0' - 0"
STAIR
BD12
STAIR
1D10
A-406
A3
A-406
B5
R
IS
E
R S
/1
/2
A-406
C3
24' - 8"
7' - 8"
12 TREADS AT 11"
11' - 0"
10"
5' - 2"
A-408
B2
LEVEL 1
15' - 4"
LEVEL B
0' - 0"
STAIR
BD12
STAIR
1D10
R
IS
E
R S
/1
/2
R
IS
E
R S
/1
/2
10' - 8 3/8"
5' - 3"
2 3/8"
5' - 3"
426426
A1 A-405
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :0
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579254
A-402
E N
L A
R G
E D
S T
A
IR
P L A
N S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
1/4" = 1'-0"A-103
B2 STAIR PLAN
SHEET KEYNOTES
419 1 1/2" DIAMETER NOMINAL STD. WEIGHT STAINLESS
STEEL HANDRAIL WITH SMOOTH SURFACE AND NO
SHARP CORNERS - BRUSHED FINISH
420 1 1/2" DIAMETER NOMINAL STD. WEIGHT STEEL PIPE
GUARDRAIL
421 METAL TREAD AND RISER PAN W/CONC FILL, RESIL
RISER WITH ABRASIVE STAIR NOSING, SEE FINISH
SCHEDULE FOR FLOOR FINISH ON TREADS
422 SCHEDULED CEILING
426 CONTINUOUS STEEL TUBE STRINGER, PROVIDE 1/4"
THICK STEEL CLOSURE PLATES AT ALL EXPOSED
ENDS, TYPICAL
428 STEEL LANDING FRAMING, SEE STRUCTURAL
DRAWINGS
429 STEEL BEAM, SEE STRUCTURAL DRAWINGS
430 CONCRETE SLAB ON METAL DECK, SEE STRUCTURAL
DRAWINGS
459 6" CMU CHASE WALL, 1 HOUR RATED. EXTEND TO
STAIR LANDING ABOVE.
464 RETURN GUARDRAILS AND HANDRAILS BACK TO
WALL TYPICAL, UNLESS OTHERWISE NOTED
465 RETURN HANDRAIL BACK TO GUARDRAIL / WALL
467 BASE AS SCHEDULED
468 FLOOR FINISH AS SCHEDULED
469 REFER TO FLOOR PLANS FOR WALL CONSTRUCTION
AND PARTITION TYPES
4112 EXTERIOR, FREEZE PROOF DRINKING FOUNTAIN, SEE
PLUMBING DRAWINGS
4116 RETURN HANDRAIL TO FLOOR, PROVIDE STAINLESS
STEEL ESCUTCHEON PLATE
4117 CONTINUOUS STEEL CHANNEL STRINGER, PROVIDE
1/4" CLOSURE PLATE AT ALL EXPOSED ENDS. SEE
STRUCTURAL DRAWINGS
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALE
1/4" = 1'-0"A-108
B4 STAIR PLAN
1/4" = 1'-0"A-109
C1 STAIR PLAN
1/4" = 1'-0"A-402
A2 SECTION
1/4" = 1'-0"A-402
A4 SECTION
1/4" = 1'-0"A-109
A1 STAIR PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A
LEVEL B
0' - 0"
STAIR
BC10
STAIR
1C10
469469
R
IS
E
R S
/1
/2
R
IS
E
R S
/1
/2
10' - 8 3/8"
5' - 2" 4 3/8"
5' - 2"
LEVEL 1
15' - 4"
LEVEL B
0' - 0"
A-407
C1
A-407
C2
STAIR
1D10
STAIR
BD12
R
IS
E
R S
/1
/2
R
IS
E
R S
/1
/2
24' - 8"
5' - 10" 7"
13 TREADS @ 11"
11' - 11"
6"
5' - 10"
467 459
LEVEL 1
15' - 4"
LEVEL B
0' - 0"
STAIR
BC10
STAIR
1C10
A-406
A3
A-406
B5
R
IS
E
R S
/1
/2
R
IS
E
R S
/1
/2
6' - 1"10' - 5" 7"
7' - 7"
24' - 8"
A-406
C3
A-408
B2
LEVEL 1
15' - 4"
LEVEL B
0' - 0"
A-407
C1
A-407
C2
1' - 9" 4' - 1"
12' - 6" 7"
5' - 9"
24' - 8"
R
IS
E
R S
/1
/2
R
IS
E
R S
/1
/2
A-408
B2
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :1
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579255
A-403
S T
A
IR
S E
C T
IO
N
S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
SHEET KEYNOTES
419 1 1/2" DIAMETER NOMINAL STD. WEIGHT STAINLESS
STEEL HANDRAIL WITH SMOOTH SURFACE AND NO
SHARP CORNERS - BRUSHED FINISH
420 1 1/2" DIAMETER NOMINAL STD. WEIGHT STEEL PIPE
GUARDRAIL
421 METAL TREAD AND RISER PAN W/CONC FILL, RESIL
RISER WITH ABRASIVE STAIR NOSING, SEE FINISH
SCHEDULE FOR FLOOR FINISH ON TREADS
422 SCHEDULED CEILING
426 CONTINUOUS STEEL TUBE STRINGER, PROVIDE 1/4"
THICK STEEL CLOSURE PLATES AT ALL EXPOSED
ENDS, TYPICAL
428 STEEL LANDING FRAMING, SEE STRUCTURAL
DRAWINGS
429 STEEL BEAM, SEE STRUCTURAL DRAWINGS
430 CONCRETE SLAB ON METAL DECK, SEE STRUCTURAL
DRAWINGS
431 CONCRETE SLAB, SEE STRUCTURAL DRAWINGS
459 6" CMU CHASE WALL, 1 HOUR RATED. EXTEND TO
STAIR LANDING ABOVE.
467 BASE AS SCHEDULED
468 FLOOR FINISH AS SCHEDULED
469 REFER TO FLOOR PLANS FOR WALL CONSTRUCTION
AND PARTITION TYPES
479 CUT CMU TOP COURSE TO FILL GAP
4112 EXTERIOR, FREEZE PROOF DRINKING FOUNTAIN, SEE
PLUMBING DRAWINGS
4117 CONTINUOUS STEEL CHANNEL STRINGER, PROVIDE
1/4" CLOSURE PLATE AT ALL EXPOSED ENDS. SEE
STRUCTURAL DRAWINGS
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALE
1/4" = 1'-0"A-401
C1 SECTION
1/4" = 1'-0"A-402
C3 SECTION
1/4" = 1'-0"A-401
A3 SECTION
1/4" = 1'-0"A-401
A1 SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A
LEVEL B
0' - 0"
STAIR
BA01
STAIR
1A27
A-406
B1
A-406
A2
14' - 0"
EQEQEQEQEQ
13' - 0"
EQEQEQEQEQ
R
IS
E
R S
/8
/4
R
IS
E
R S
/1
/4
A-404
A4
LEVEL 1
15' - 4"
LEVEL B
0' - 0"
STAIR
BA01
STAIR
1A27
R
IS
E
R S
/8
/4
R
IS
E
R S
/1
/4
EQEQ
4"4' - 8 1/2"
EQEQ
425425
426426
A-408
A1
LEVEL 1
15' - 4"
LEVEL B
0' - 0"
A-406
C2
14 TREADS @ 12"
14' - 0"
EQEQEQEQEQ
20' - 4" 10 1/2"
EQEQEQEQEQEQEQ
R
IS
E
R S
/8
/4
R
IS
E
R S
/1
/4
425425425
425425
428428
/4
/2
/4
10"
468425425
425425
A-408
A3
41214121
3/4"
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :1
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579256
A-404
S T
A
IR
S E
C T
IO
N
S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
1/4" = 1'-0"A-401
C1 SECTION
1/4" = 1'-0"A-401
C3 SECTION
1/4" = 1'-0"A-401
A1 SECTION
SHEET KEYNOTES
406 CONTINUOUS SEALANT
419 1 1/2" DIAMETER NOMINAL STD. WEIGHT STAINLESS
STEEL HANDRAIL WITH SMOOTH SURFACE AND NO
SHARP CORNERS - BRUSHED FINISH
421 METAL TREAD AND RISER PAN W/CONC FILL, RESIL
RISER WITH ABRASIVE STAIR NOSING, SEE FINISH
SCHEDULE FOR FLOOR FINISH ON TREADS
422 SCHEDULED CEILING
424 SOLID POLYMER PLASTIC FABRICATION PANELS
ATTACHED WITH PANEL HARDWARE SYSTEM, EASE
ALL EDGES OF PANELS
425 1 1/4" SQUARE STAINLESS STEEL BALUSTER WELDED
TO STRINGERS AND 1" SQUARE STAINLESS STEEL
INTERMEDIATE RAILS, GRIND ALL WELDS SMOOTH
426 CONTINUOUS STEEL TUBE STRINGER, PROVIDE 1/4"
THICK STEEL CLOSURE PLATES AT ALL EXPOSED
ENDS, TYPICAL
428 STEEL LANDING FRAMING, SEE STRUCTURAL
DRAWINGS
429 STEEL BEAM, SEE STRUCTURAL DRAWINGS
430 CONCRETE SLAB ON METAL DECK, SEE STRUCTURAL
DRAWINGS
431 CONCRETE SLAB, SEE STRUCTURAL DRAWINGS
466 3-1/2" WIDE X 1-1/2" HIGH HARDWOOD GUARDRAIL
CAP, EASE ALL EDGES
467 BASE AS SCHEDULED
468 FLOOR FINISH AS SCHEDULED
469 REFER TO FLOOR PLANS FOR WALL CONSTRUCTION
AND PARTITION TYPES
4121 1/2" GWB ON 3 5/8" METAL STUDS @ 16" OC.
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALE
1 1/2" = 1'-0"A-404
A4 DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A
6.6
J
C2 A-405
10' - 4"
2' - 10 5/8"
S7B
S7B S7B
S7B
K.5
C1 A-405
1' - 2" 11' - 4"
4' - 1 1/2"
S5B
S5B
S5B
ACCESS
1A29
LEVEL 1
15' - 4"
ACCESS
1A29
A-408
A4
SIM. OPP
HAND
A-408
B3SIM.
OPP
HAND
PLATFORM
30'-8"
R
IS
E
R S
A L T
E R
N A
T
IN
G
LEVEL 1
15' - 4"
MECHANICAL
ACCESS
1A26
A-408
B3
A-408
A4
PLATFORM
30'-8"
R
IS
E
R S
A L T
E R
N A
T
IN
G
EXISTING GYM
9' - 7 1/2"
LEVEL B
0' - 0"
STAIR
BE10
R
IS
E
R S
/1
/2
A-407
A2
A-407
A1
29' - 8 3/8"
7' - 6"
17 TREADS @ 11"
16' - 3" 5' - 11 3/8"
/2
EXISTING GYM
9' - 7 1/2"
LEVEL 1
15' - 4"
CORRIDOR
1E15
CORRIDOR
1E07
A-407
B5
/2
7' - 1 1/2"
10 TREADS @ 11"
9' - 2"
A-407
A3
LEVEL 1
15' - 4"
C L E
A R
R
IS
E
R S
A L T
E R
N A
T
IN
G
A-408
A4 OPP
HND
A-124
C1
C3 A-405
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :2
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579257
A-405
S T
A
IR
D E
T A
I L S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
SHEET KEYNOTES
421 METAL TREAD AND RISER PAN W/CONC
FILL, RESIL RISER WITH ABRASIVE STAIR
NOSING, SEE FINISH SCHEDULE FOR
FLOOR FINISH ON TREADS
422 SCHEDULED CEILING
429 STEEL BEAM, SEE STRUCTURAL
DRAWINGS
430 CONCRETE SLAB ON METAL DECK, SEE
STRUCTURAL DRAWINGS
431 CONCRETE SLAB, SEE STRUCTURAL
DRAWINGS
457 STEEL ALTERNATING TREAD STAIR
467 BASE AS SCHEDULED
468 FLOOR FINISH AS SCHEDULED
469 REFER TO FLOOR PLANS FOR WALL
CONSTRUCTION AND PARTITION TYPES
480 ROOF HATCH AND SAFETY RAILING
SYSTEM
4117 CONTINUOUS STEEL CHANNEL STRINGER,
PROVIDE 1/4" CLOSURE PLATE AT ALL
EXPOSED ENDS. SEE STRUCTURAL
DRAWINGS
1/4" = 1'-0"A-105
D2 ENLARGED PLAN
1/4" = 1'-0"A-105
D1 ENLARGED PLAN
1/4" = 1'-0"A-405
C1 SECTION
1/4" = 1'-0"A-405
C2 SECTION
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALE
1/4" = 1'-0"A-402
A1 SECTION
1/4" = 1'-0"A-402
A3 SECTION
0 1" 6" 9"2" 3" 4" 5" 1' 3"=1'-0"
GRAPHIC SCALE
1/4" = 1'-0"A-405
C3 SECTION
1/4" = 1'-0"A-109
D3 ENLARGED PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A
" 3
425425
474 449
1' - 0"
/2
466466
1' - 6"
/4
/4
T Y
P
/2
/2
/4
/2
1 1/2" 1 1/2"
/2
425425
1' - 0"
/4
/4
/2
/2
4" MAX
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :3
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579258
A-406
S T
A
IR
D E
T A
I L S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
SHEET KEYNOTES
419 1 1/2" DIAMETER NOMINAL STD. WEIGHT
STAINLESS STEEL HANDRAIL WITH
SMOOTH SURFACE AND NO SHARP
CORNERS - BRUSHED FINISH
420 1 1/2" DIAMETER NOMINAL STD. WEIGHT
STEEL PIPE GUARDRAIL
421 METAL TREAD AND RISER PAN W/CONC
FILL, RESIL RISER WITH ABRASIVE STAIR
NOSING, SEE FINISH SCHEDULE FOR
FLOOR FINISH ON TREADS
424 SOLID POLYMER PLASTIC FABRICATION
PANELS ATTACHED WITH PANEL
HARDWARE SYSTEM, EASE ALL EDGES OF
PANELS
425 1 1/4" SQUARE STAINLESS STEEL
BALUSTER WELDED TO STRINGERS AND 1"
SQUARE STAINLESS STEEL INTERMEDIATE
RAILS, GRIND ALL WELDS SMOOTH
426 CONTINUOUS STEEL TUBE STRINGER,
PROVIDE 1/4" THICK STEEL CLOSURE
PLATES AT ALL EXPOSED ENDS, TYPICAL
427 STEEL CHANNEL, SEE STRUCTURAL
DRAWINGS
428 STEEL LANDING FRAMING, SEE
STRUCTURAL DRAWINGS
429 STEEL BEAM, SEE STRUCTURAL
DRAWINGS
430 CONCRETE SLAB ON METAL DECK, SEE
STRUCTURAL DRAWINGS
431 CONCRETE SLAB, SEE STRUCTURAL
DRAWINGS
433 3/4" DIAMETER NOMINAL ROD STEEL
HANDRAIL SUPPORTS, TYPICAL
449 STAINLESS STEEL ESCUTCHEON
ANCHORED WITH 3/8" DIAMETER X 3"
LONG EXPANSION ANCHORS, TYPICAL
466 3-1/2" WIDE X 1-1/2" HIGH HARDWOOD
GUARDRAIL CAP, EASE ALL EDGES
468 FLOOR FINISH AS SCHEDULED
470 5/8" DIAMETER NOMINAL STANDARD
WEIGHT STEEL BALUSTER (TYP), @ 4" O.C.
GRIND ALL WELDS SMOOTH
472 1 1/2" DIAMETER NOMINAL STANDARD
WEIGHT STEEL POST (TYP), WELD TO
STEEL CHANNEL AND GRIND ALL WELDS
SMOOTH
473 1 1/4" DIAMETER STANDARD WEIGHT
STEEL RAIL TYPICAL, GRIND ALL WELDS
SMOOTH
474 3 1/2" X 3 1/2" X 1/4" STEEL ANGLE,
PROVIDE WELDED CONNECTION PER
SPECIFICATIONS - EXPANSION ANCHOR
BOLT INTO CONCRETE SLAB
479 CUT CMU TOP COURSE TO FILL GAP
4114 STEEL ANGLE, SEE STRUCTURAL
DRAWINGS
4115 RESILIENT DIVIDER STRIP, TERRAZZO
DIVIDER STRIP IF BID OPTION IS
SELECTED
4116 RETURN HANDRAIL TO FLOOR, PROVIDE
STAINLESS STEEL ESCUTCHEON PLATE
4117 CONTINUOUS STEEL CHANNEL STRINGER,
PROVIDE 1/4" CLOSURE PLATE AT ALL
EXPOSED ENDS. SEE STRUCTURAL
DRAWINGS
1 1/2" = 1'-0"A-404
A2 STAIR DETAIL
1 1/2" = 1'-0"A-404
B1 STAIR DETAIL
1 1/2" = 1'-0"A-404
C2 STAIR DETAIL
1 1/2" = 1'-0"A-402
A3 STAIR DETAIL
1 1/2" = 1'-0"A-402
B5 STAIR DETAIL
0 3" 1'9"6" 2' 1 1/2"=1'-0"
GRAPHIC SCALE
1 1/2" = 1'-0"A-402
C3 STAIR DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A
1' - 0"
11"
11"
1' - 0"
1' - 0"
421 4
11"
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :4
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579259
A-407
S T
A
IR
D E
T A
I L S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
1 1/2" = 1'-0"A-403
C1 STAIR DETAIL
1 1/2" = 1'-0"A-405
A2 STAIR DETAIL
1 1/2" = 1'-0"A-403
C2 STAIR DETAIL
1 1/2" = 1'-0"A-405
A1 STAIR DETAIL
1 1/2" = 1'-0"A-405
B5 STAIR DETAIL
0 3" 1'9"6" 2' 1 1/2"=1'-0"
GRAPHIC SCALE
SHEET KEYNOTES
419 1 1/2" DIAMETER NOMINAL STD. WEIGHT STAINLESS
STEEL HANDRAIL WITH SMOOTH SURFACE AND NO
SHARP CORNERS - BRUSHED FINISH
421 METAL TREAD AND RISER PAN W/CONC FILL, RESIL
RISER WITH ABRASIVE STAIR NOSING, SEE FINISH
SCHEDULE FOR FLOOR FINISH ON TREADS
428 STEEL LANDING FRAMING, SEE STRUCTURAL
DRAWINGS
429 STEEL BEAM, SEE STRUCTURAL DRAWINGS
430 CONCRETE SLAB ON METAL DECK, SEE STRUCTURAL
DRAWINGS
431 CONCRETE SLAB, SEE STRUCTURAL DRAWINGS
436 BOND BEAM, SEE STRUCTURAL DRAWINGS
467 BASE AS SCHEDULED
468 FLOOR FINISH AS SCHEDULED
469 REFER TO FLOOR PLANS FOR WALL CONSTRUCTION
AND PARTITION TYPES
474 3 1/2" X 3 1/2" X 1/4" STEEL ANGLE, PROVIDE WELDED
CONNECTION PER SPECIFICATIONS - EXPANSION
ANCHOR BOLT INTO CONCRETE SLAB
479 CUT CMU TOP COURSE TO FILL GAP
492 NOTCH STEEL CHANNEL STRINGER TO BEAR ON
STEEL BEAM. SEE STRUCTURAL DRAWINGS
495 EXTEND CMU WALL TO UNDERSIDE OF METAL STAIR
PAN. PACK VOID WITH MINERAL FIBER AND SEAL TO
RESIST THE PASSAGE OF SMOKE
4114 STEEL ANGLE, SEE STRUCTURAL DRAWINGS
4115 RESILIENT DIVIDER STRIP, TERRAZZO DIVIDER STRIP
IF BID OPTION IS SELECTED
4117 CONTINUOUS STEEL CHANNEL STRINGER, PROVIDE
1/4" CLOSURE PLATE AT ALL EXPOSED ENDS. SEE
STRUCTURAL DRAWINGS
4119 STEEL TUBE, SEE STRUCTURAL DRAWINGS
4120 PROVIDE APPROVED FIRE STOPPING MATERIAL AND
FIRE SEALANT TO PROVIDE 1 HR FIRE SEPARATION.
1 1/2" = 1'-0"A-405
A3 STAIR DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A
7"
EQ EQ
3 1/2"
RAD.
D3 A-408
7"
EQEQ
3 1/2"
RAD.
D3 A-408
2' -1
0" A
B O
V E
T R
E A
D
419419
2' -1
0" A
B O
V E
T R
E A
D
A-408
A2
/2
420419
R = 0' - 0 3/4"420
PLANS
SEE
D4 A-408
/2
/2
R = 0' - 3 1/2"
R = 0' - 6 1/2"
6 1/2"
3 1/2" 3 1/2"
6 1/2"
/4
/4
/2
425425
CLR BETWN
HSS SUPPORTS
425425
A-408
A3
7 1/2"
3/4"
428428
457457
425486
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :4
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579260
A-408
S T
A
IR
A N
D R
A
IL
IN
G
D E
T A
IL
S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
1 1/2" = 1'-0"A-402
D1 DETAIL
1 1/2" = 1'-0"A-402
D2 DETAIL
1 1/2" = 1'-0"A-408
D3 DETAIL
1 1/2" = 1'-0"A-408
D4 DETAIL
6" = 1'-0"A-408
A2 DETAIL
1 1/2" = 1'-0"A-401
D5 DETAIL
SHEET KEYNOTES
406 CONTINUOUS SEALANT
419 1 1/2" DIAMETER NOMINAL STD. WEIGHT STAINLESS
STEEL HANDRAIL WITH SMOOTH SURFACE AND NO
SHARP CORNERS - BRUSHED FINISH
420 1 1/2" DIAMETER NOMINAL STD. WEIGHT STEEL PIPE
GUARDRAIL
421 METAL TREAD AND RISER PAN W/CONC FILL, RESIL
RISER WITH ABRASIVE STAIR NOSING, SEE FINISH
SCHEDULE FOR FLOOR FINISH ON TREADS
424 SOLID POLYMER PLASTIC FABRICATION PANELS
ATTACHED WITH PANEL HARDWARE SYSTEM, EASE
ALL EDGES OF PANELS
425 1 1/4" SQUARE STAINLESS STEEL BALUSTER WELDED
TO STRINGERS AND 1" SQUARE STAINLESS STEEL
INTERMEDIATE RAILS, GRIND ALL WELDS SMOOTH
426 CONTINUOUS STEEL TUBE STRINGER, PROVIDE 1/4"
THICK STEEL CLOSURE PLATES AT ALL EXPOSED
ENDS, TYPICAL
428 STEEL LANDING FRAMING, SEE STRUCTURAL
DRAWINGS
429 STEEL BEAM, SEE STRUCTURAL DRAWINGS
430 CONCRETE SLAB ON METAL DECK, SEE STRUCTURAL
DRAWINGS
432 3" X 3" X 1/4" STEEL ANGLE WELDED TO STRINGER
AND EXPANSION BOLT INTO CONCRETE
433 3/4" DIAMETER NOMINAL ROD STEEL HANDRAIL
SUPPORTS, TYPICAL
457 STEEL ALTERNATING TREAD STAIR
458 1/2" EXPANSION BOLTS
466 3-1/2" WIDE X 1-1/2" HIGH HARDWOOD GUARDRAIL
CAP, EASE ALL EDGES
467 BASE AS SCHEDULED
468 FLOOR FINISH AS SCHEDULED
469 REFER TO FLOOR PLANS FOR WALL CONSTRUCTION
AND PARTITION TYPES
470 5/8" DIAMETER NOMINAL STANDARD WEIGHT STEEL
BALUSTER (TYP), @ 4" O.C. GRIND ALL WELDS
SMOOTH
472 1 1/2" DIAMETER NOMINAL STANDARD WEIGHT STEEL
POST (TYP), WELD TO STEEL CHANNEL AND GRIND
ALL WELDS SMOOTH
473 1 1/4" DIAMETER STANDARD WEIGHT STEEL RAIL
TYPICAL, GRIND ALL WELDS SMOOTH
475 1 1/4" X 1/2" STEEL CHANNEL PIPE SEAT WITH
COUNTERSUNK SCREWS, TYPICAL
486 1 1/4" X 1/2" STAINLESS STEEL CHANNEL PIPE SEAT
WITH STAINLESS STEEL COUNTERSUNK SCREWS,
TYPICAL
497 CONTINUOUS SEALANT
1 1/2" = 1'-0"A-404
A1 DETAIL
0 2" 3"1" 6"
6"=1'-0"
GRAPHIC SCALE
6" 1' 3'3" 9" 2' 1"=1'-0"
GRAPHIC SCALE
1 1/2" = 1'-0"A-402
B2 DETAIL
1 1/2" = 1'-0"A-405
B3 DETAIL
1 1/2" = 1'-0"A-405
A4 DETAIL
6" = 1'-0"A-404
A3 DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A
AT LANDINGS W/
RESILIENT FLOOR FINISH
AT LANDINGS W/
TERRAZZO FLOOR FINISH
/2
/2
1/
2"
1" 5/8"
2 1/2"
TYPICAL HANDRAIL
ELEVATION - WALL MOUNTED
A B
O V
E N
O S
IN
G
STRUCTURAL STRENGTH:
HANDRAILS SHALL BE CAPABLE OF
WITHSTANDING A LOAD OF AT
LEAST 250 LBS. APPLIED IN ANY
DIRECTION AT ANY POINT ON THE
RAIL
1' - 0" 3"
5'-0 " O
.C . M
AX
STAIR RUN PER PLAN
11" MIN
N.T.S.
1/
2"
1/ 4"
R
/2
R
AD
TYPICAL PLAN - WALL MOUNTED
HANDRAIL TERMINATION
N.T.S.
TYP - 2 1/4"
N.T.S.
TYPICAL HANDRAIL
SECTION - WALL BRACKET
R 3 1/2" R
AD
1/ 4"
1/
4"
11" @ BOTTOM RISER
1' - 0" @ TOP RISER
N.T.S.
HANDRAIL TERMINATION
1/ 4"
448 449
N.T.S.
TYPICAL HANDRAIL
SECTION - POST BRACKET
4123 4123
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :5
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579261
A-409
S T
A
IR
A N
D R
A
IL
IN
G
D E
T A
IL
S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
6" = 1'-0"
NOSING DETAILS
3" = 1'-0"
TREAD DETAIL
SHEET KEYNOTES
419 1 1/2" DIAMETER NOMINAL STD. WEIGHT STAINLESS
STEEL HANDRAIL WITH SMOOTH SURFACE AND NO
SHARP CORNERS - BRUSHED FINISH
420 1 1/2" DIAMETER NOMINAL STD. WEIGHT STEEL PIPE
GUARDRAIL
421 METAL TREAD AND RISER PAN W/CONC FILL, RESIL
RISER WITH ABRASIVE STAIR NOSING, SEE FINISH
SCHEDULE FOR FLOOR FINISH ON TREADS
426 CONTINUOUS STEEL TUBE STRINGER, PROVIDE 1/4"
THICK STEEL CLOSURE PLATES AT ALL EXPOSED
ENDS, TYPICAL
433 3/4" DIAMETER NOMINAL ROD STEEL HANDRAIL
SUPPORTS, TYPICAL
434 RESILIENT TREAD AND RISER
448 STAINLESS STEEL END CAP
449 STAINLESS STEEL ESCUTCHEON ANCHORED WITH
3/8" DIAMETER X 3" LONG EXPANSION ANCHORS,
TYPICAL
456 PARTITION CONSTRUCTION, SEE PARTITION TYPES
462 TERRAZZO FINISH
463 ABRASIVE STAIR NOSING WITH TIME-SAVER
ANCHORS
472 1 1/2" DIAMETER NOMINAL STANDARD WEIGHT STEEL
POST (TYP), WELD TO STEEL CHANNEL AND GRIND
ALL WELDS SMOOTH
488 PIPE SADDLE WITH COUNTERSUNK SET SCREWS
4123 PROVIDE GASKET MATERIAL BETWEEN STEEL PIPE
SADDLE AND STAINLESS STEEL HANDRAIL
0 2" 3"1" 6" 6"=1'-0"
0 1" 6" 9"2" 3" 4" 5" 1' 3"=1'-0"
GRAPHIC SCALE
M A
R K
D E
S C
R
IP
T
IO
N D
A
ELEVATOR
BE09
B2 A-410
B3 A-410
1' - 2"
5' - 0" 3' - 2"
F3B F3D
F3D
M3R
M3R
M3R
/1
ELEVATOR
1E14
B2 A-410
B3 A-410
/1
1' - 2"
5' - 0" 3' - 2"
EXISTING GYM
9' - 7 1/2"
LEVEL 1
15' - 4"
LEVEL B
0' - 0"
/2
/2
VESTIBULE
1E17
SPRINKLER
ROOM
BE12
CORRIDOR
1E07
ELEVATOR
1E14
ELEVATOR
BE09
A-410
A2
A-410
A2
A-410
A2
OPP
HAND
OPP
HAND
A-410
A3
A-410
A4
A-410
A4
461 461
EXISTING GYM
9' - 7 1/2"
LEVEL 1
15' - 4"
LEVEL B
0' - 0"
ELEVATOR
1E14
/2
/2
ELEVATOR
BE09
461461
440440
B2 A-410
B3 A-410
430 435
437437
A
A
T Y
P
1'
4'
4'
4'
" 5" MIN
NOTE: LADDER TO BE CONSTRUCTED AND INSTALLED
TO MEET OSHA #1312. COORDINATE INSTALLATION
WITH APPROVED ELEVATOR SIZE AND CONFIGURATION.
ALL STEEL SHALL BE GALVANIZED
446446
PLAN VIEW SECTION
2'-0"
M
IN
1 1/2"
/2
440440
2' - 0" 4"
41224122
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :5
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579262
A-410
E L E
V A
T O
R P
L A
N S
S
E C
T
IO
N S
A N
D D
E T
A
IL
S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
B W
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
1/4" = 1'-0"A-104
D1 ENLARGED ELEVATOR PLAN
SHEET KEYNOTES
429 STEEL BEAM, SEE STRUCTURAL DRAWINGS
430 CONCRETE SLAB ON METAL DECK, SEE STRUCTURAL DRAWINGS
435 1 HOUR FIRE RATED ELEVATOR DOOR HEAD/JAMB
436 BOND BEAM, SEE STRUCTURAL DRAWINGS
437 SILL, PROVIDED AND INSTALLED BY ELEVATOR MANUFACTURER. ALIGN WITH TOP OF
FLOOR FINISH. PROVIDE STEEL ANGLE AS REQUIRED TO SUPPORT ELEVATOR SILL,
SECURE TO CONCRETE WITH EXPANSION BOLTS
438 ELEVATOR PIT WALL, SEE STRUCTURAL DRAWINGS
439 CONTINUOUS WATER STOP, SEE STRUCTURAL DRAWINGS
440 1/4" PROTECTION BOARD ON SELF-ADHERING SHEET WATERPROOFING
MEMBRANE.WRAP ENTIRETY OF ELEVATOR PIT AND SUMP, TYPICAL
441 2 - "NEENAH" R-4999-CS TYPE 'P' GRATING
442 3"X6"3/8" BENT PLATE AT 4'-0" OC WITH 3/8" DIAMETER EXPANSION BOLT INTO WALL, WELD TO STEEL SIDE RAILS.
443 2 1/2" X 1/2" FLAT STEEL BAR SIDE RAILS. RADIUS TOP AND GRIND EDGES SMOOTH
444 LIGHT SWITCH. SEE ELECTRICAL DRAWINGS
445 3/4" DIAMETER NON-SLIP STEEL RUNGS, WELD TO STEEL SIDE RAILS
446 LIGHT AND GFI OUTLET. SEE ELECTRICAL DRAWINGS
447 2 1/2" X 2 1/2" X 3/8" X 2" LONG STEEL CLIP ANGLES, WELD TO FLAT BAR WITH 1/2"
DIAMETER EXPANSION BOLT
450 SUMP PIT, SEE DETAILS THIS SHEET
451 ELEVATOR PIT LADDER, SEE DETAILS THIS SHEET
453 PISTON WELL
454 SILL, PROVIDED AND INSTALLED BY ELEVATOR MANUFACTURER. ALIGN WITH TOP OF
FLOOR FINISH. PROVIDE STEEL ANGLE AS REQUIRED TO SUPPORT ELEVATOR SILL,
WELD ANGLE TO STEEL EDGE ANGLE
455 FACE OF HOISTWAY WALL, SEE STRUCTURAL DRAWINGS
460 CMU CUT COURSE, COORDINATE WITH ROUGH DOOR OPENING
461 APPROVED FIRESTOPPING
484 SUMP PIT IN FOREGROUND, SEE DETAILS THIS SHEET
493 5/8" GWB ON 2 1/2" METAL STUDS AT 16" OC
4110 HOIST BEAM, SEE STRUCTURAL DRAWINGS
4111 ELEVATOR RAIL BRACKETS
4122 PROVIDE 2" MUD SLAB UNDER ELEVATOR PIT FLOOR AND SUMP PIT
0 1" 6" 9"2" 3" 4" 5" 1' 3"=1'-0"
1/4" = 1'-0"A-109
B1 ENLARGED ELEVATOR PLAN
1/4" = 1'-0"A-410
B2 SECTION
1/4" = 1'-0"A-410
B3 SECTION
1/4" = 1'-0"
ENLARGED ELEVATOR PIT PLAN
3" = 1'-0"A-410
A2 HEAD/JAMB DETAIL
3" = 1'-0"A-410
A3 SILL DETAIL
3" = 1'-0"A-410
A4 SILL DETAIL
1/2" = 1'-0"
ELEVATOR PIT LADDER
1/2" = 1'-0"
SUMP PIT DETAIL
0 1'6" 2' 3' 4' 5' 6' 1/2"=1'-0"
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALES:
M A
R K
D E
S C
R
IP
T
IO
N D
A
A1 A-521
M3
M3
F5B
F3A
M3
M3
F5A
M3
M3B
M3B M5B
F3B
M5B
F3A
F3A
F3A
E
A
E
A
A
E
J C
1E01A
C3 A-411
D3 A-411
F3A
PLATFORM
1E01
MULTI-PURPOSE
ROOM
1E00
PERFORMANCE
STORAGE
1E01A
STORAGE
1E08A
MUSIC
STUDIO
1E08
SERVING
1E02J
/8
8' - 11 1/8"
9' - 7 1/4" 5' - 3 7/8"
10' - 5 1/2"
6' - 4"
4'
8"
B3 A-411
C3 A-411
Sim _____________ D3
A-411
Sim
B4 A-411
A4 A-411
A2 A-411
18' - 6"
A3 A-411
4' - 8 3/8"
C L E
A R
5' - 0 3/4"
1 1/2"
CLEAR
4' - 2"
4' - 9 5/8" 5' - 7 7/8"
4' - 2"
M3B
F5A
F3B
M3
F3B
CLEAR
4' - 2"
1E08B
F3A
464464 464464
464464
M3
1' - 2"
1' - 0" 1' - 0"
1' - 6"
1' - 0"
7' - 2" 5' - 5 3/4"
225.00°
225.00°
1' - 6"
1' - 6"
1' - 6"
1' - 6"
225.00°
D4 A-411
419419
M3
CLEAR
4' - 2"
LEVEL 1
15' - 4"
1' - 0"
A-411
D1
TYP467
E
Q R
IS
E
R S
1' - 0"
LEVEL 1
15' - 4"
A-411
D1 TYP
1' - 6" 1' - 0"
E
Q R
IS
E
R S
LEVEL 1
15' - 4"
A-411
D1 TYP
1' - 6"1' - 6"
E
Q R
IS
E
R S
LEVEL 1
15' - 4"
1' - 0"
1' - 0"
LEVEL 1
15' - 4"
1' - 0" 1' - 0"
/8
LEVEL 1
15' - 4"
LEVEL 1
15' - 4"
A-411
D1 SIM
4' - 0"
E
Q R
IS
E
R S
1' - 2"
LEVEL 1
15' - 4"
11" 1' - 0"
/8
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :0
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579263
A-411
P E
R F
O R
M A
N C
E P
L A
T F
O R
M P
L A
N A
N D
D E
T A
IL
S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
J A
M
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
1/4" = 1'-0"A-109
A1 ENLARGED PLAN - PLATFORM
1/2" = 1'-0"A-411
D3 RISER DETAIL
SHEET KEYNOTES
419 1 1/2" DIAMETER NOMINAL STD. WEIGHT STAINLESS
STEEL HANDRAIL WITH SMOOTH SURFACE AND NO
SHARP CORNERS - BRUSHED FINISH
429 STEEL BEAM, SEE STRUCTURAL DRAWINGS
431 CONCRETE SLAB, SEE STRUCTURAL DRAWINGS
433 3/4" DIAMETER NOMINAL ROD STEEL HANDRAIL
SUPPORTS, TYPICAL
449 STAINLESS STEEL ESCUTCHEON ANCHORED WITH
3/8" DIAMETER X 3" LONG EXPANSION ANCHORS,
TYPICAL
464 RETURN GUARDRAILS AND HANDRAILS BACK TO
WALL TYPICAL, UNLESS OTHERWISE NOTED
467 BASE AS SCHEDULED
468 FLOOR FINISH AS SCHEDULED
489 RUBBER NOSING, SEE FINISH SCHEDULE
490 RUBBER STAIR RISER, SEE FINISH SCHEDULE
491 TREAD FINISH AS SCHEDULED
498 FLOOR ESCUTCHEON
632 RUBBER SHEET FLOORING
4101 STRUCTURAL PANEL CONCRETE SUBFLOOR ON
METAL STUD FRAMING, SEE STRUCTURAL DRAWINGS
4102 CUT CMU TO ALLOW CONC STRL PANEL TO PASS
OVER
4103 CUT TO FIT FIRE TREATED BLOCKING FOR
REMAINDER OF SLOPE
4104 CONT ALUM PLATE THRESHOLD AT CONC PLANK
EDGE AND CONC SLAB. SAW CUT EDGE OF CONC
PLANK TO RECEIVE THRESHOLD FLUSH
4116 RETURN HANDRAIL TO FLOOR, PROVIDE STAINLESS
STEEL ESCUTCHEON PLATE
1/2" = 1'-0"A-411
C3 RISER DETAIL
1/2" = 1'-0"A-411
B3 RISER DETAIL
3" = 1'-0"A-411
D1 NOSING DETAIL
1/4" = 1'-0"A-411
A4 RAMP SECTION
1/4" = 1'-0"A-411
A2 RAMP SECTION
1/4" = 1'-0"A-411
B4 RAMP SECTION
0 1" 6" 9"2" 3" 4" 5" 1' 3"=1'-0"
0 1'6" 2' 3' 4' 5' 6' 1/2"=1'-0"
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALES:
1/4" = 1'-0"A-411
A3 STAIR SECTION
1/2" = 1'-0"A-006
D4 RISER DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A
1' - 0" 8' - 8 1/2"
/8
2' - 6 5/8"
S3
PTD SD
TTD
42GB
GB3
36GB
HD
S5B
S5B
110110
1' - 0 5/8"
/8
/2
4' - 0"
S5 S3S3
S7
TB
RH
SCR
HS
GB2
36GB
42GB
GB3
TTD
SD
PTD HD
MG
3' - 2" 3' - 4 7/8" 6' - 5 5/8"
S7
S5BS3B
S7B
S6B
S5B
B4 A-414
GB3
SLOPE
S E
E S
T R
U C
T D
R W
G S
M U
D S
E T
MUD SET, SEE STRUCT DRWGS
6' - 5 1/8" 3' - 4 7/8" 2' - 7" 8"
/2
/2
/8
1' - 0 5/8"
4' - 0"
S3S3
S5
S7 S3B
S3
HD
PTD
SD
36GB
42GB
GB3
TTD
RHTBSCR
HS
GB2
MG
S5BS5B
B4 A-414
GB3
SLOPE
S E
E S
T R
U C
T D
R W
G S
M U
D S
E T
MUD SET, SEE STRUCT DRWGS
7' - 4 1/2" 1' - 2"
/8
/8
2' - 0 5/8"
S3
S3B
42GB
GB3
TTD
36GB
SD
PTD
HD
S7B
S5B 4113
8' - 0"
/8
/8 " 7
HD
PTD
SD
42GB
GB3
TTD
36GB
MG
S7B
S5B
S5B
S5B
/8
/8
9" 6' - 7 5/8" 3' - 4 3/8"
/8
/8
S3
S5
S3 S3B
S3
HD
PTD
SD
36GB
42GB
GB3
TTD
RH
SCR
TB
MG
3' - 9"
S7BS5B
S3BS5B
HS
GB2
GB3
M U
D S
L A
B
135.00° 6'
/6 4"
5'
5/
8"
5'
5/
8"
7'
3/
8"
11' - 11 29/128"
/1
/3
/8
/3
7' - 9" 8' - 5 5/8"
3' - 5" 4' - 4" 4' - 0" 4' - 5 5/8"
3' - 5" 4' - 4" 3' - 0"
1' - 0"
4' - 5 5/8"
/1
2' - 8"
2' - 9"
2' - 8"
2' - 10 1/2"
3' - 6 5/8"
2' - 8"
2' - 8"
2' - 8"
2' - 10 1/2"
3' - 1"
3' - 6 5/8"
2' - 8"
2' - 8"
2' - 8"
2' - 8"
3' - 1"
5' - 1 5/8"
5' - 1 5/8"
2' - 8"
2' - 8"
2' - 9"
2' - 8"
S7
S7
S5S5
S5
S5B
S5
S5B
S5
5' - 1 1/4"
K
TTD
TTD
42GB
GB3
36GB
HD
HD
36GB
42GB
GB3
TTD
TTD
SND
SND
TTD
SND
TTD
SND
TTD
SND
TTD
SND
PTD
SD
SD
PTD
SDSD PTD
MG2
MG2
MG2
US
US
A-509
A1
S7B
S7B
S7B
42GB42GB
S7B
S5B
6' - 0"
5' - 10"
2'
1/
2"
TTD
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :1
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579264
A-412
E N
L A
R G
E D
R E
S T
R O
O M
P L A
N S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
K H
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
1/4" = 1'-0"A-106
A1
RESTROOM PLAN -
RM 1B04A
1/4" = 1'-0"A-106
A4
RESTROOM/SHOWER PLAN -
RM 1B03A
1/4" = 1'-0"A-106
A3
RESTROOM/SHOWER PLAN -
RM 1B01A
1/4" = 1'-0"A-106
A2
RESTROOM PLAN -
RM 1B02A
1/4" = 1'-0"A-105
B3
RESTROOM PLAN -
RM 1A08
1/4" = 1'-0"A-105
B4
RESTROOM PLAN -
RM 1A03B
1/4" = 1'-0"A-105
B1 RESTROOM PLAN - RM 1A31 & 1A32
TOILET ACCESSORY MOUNTING SCHEDULE
ITEM DESCRIPTION STANDARD MOUNT HEIGHT AFF
HANDICAP
(HC)
MOUNTING
NOTES
COUNTERTOP 34" TO TOP OF COUNTER (29" MIN TO BOTTOM OF APRON)
TOILET PARTITIONS 5'-10" TO TOP OF PARTITION
GB HORIZONTAL GRAB BAR (18"L, 24"L,
36"L AND 42"L)
20" TO CENTERLINE AT PRE-K, 25" TO CENTERLINE AT K-4, AND 36" AT
ADULT/PUBLIC
GB2 HORIZONTAL GRAB BAR (L-SHAPE) 36" MAX TO CENTERLINE
GB3 VERTICAL GRAB BAR (18"L) 40" AFF TO BOTTOM OF BAR AND 40" FROM CENTERLINE OF BAR TO REAR
WALL
MOUNT BAR
VERTICALLY
GB4 FOLDING GRAB BAR - 30" L 20" TO CENTERLINE AT PRE-K, 25" TO CENTERLINE AT K-4, AND 36" AT
ADULT/PUBLIC
HD HAND DRYER GFGI, SHOWN FOR ELECTRICAL
ROUGH IN ONLY
HS SHOWER SEAT 18" TO TOP OF SEAT
MG MIRROR GLASS (36"H x 18"L) 40" TO BOTTOM OF MIRROR (CHILD HEIGHT = 29" AT PRE-K AND 35" AT K-4)
MG2 MIRROR GLASS (36"H X 48"L) 40" TO BOTTOM OF MIRROR (CHILD HEIGHT = 29" AT PRE-K AND 35" AT K-4)
PTD PAPER TOWEL DISPENSER 39" TO TOWEL SLOT GFGI
RH DOUBLE ROBE HOOK 48" MAX TO TOP OF HOOK
SCR SHOWER CURTAIN ROD AND CURTAIN 6'-6" TO CENTERLINE OF SHOWER ROD, MOUNT 4" FROM EDGE OF WALL
SD SOAP DISPENSER 42" TO DISPENSER ( CHILD HEIGHT = 31" AT PRE-K AND 36" AT K-4) GFGI
SND SANITARY NAPKINS AND TAMPON
DISPOSAL
33" TO TOP
TB TOWEL BAR - 18" L 48" TO CENTERLINE
TTD TOILET TISSUE DISPENSER 14" TO CENTERLINE AT PRE-K AND 17" TO CENTERLINE AT ALL OTHER
LOCATIONS
GFGI
TTD-2 TOILET TISSUE DISPENSER - 2 ROLL 22" TO DISPENSER ROLL CENTERLINE GFGI
US URINAL SCREEN 54" TO TOP OF SCREEN
SHEET KEYNOTES
110 EXTERIOR, FREEZE PROOF DRINKING FOUNTAINS,
SEE PLUMBING DRAWINGS
423 THIS SIDE OF WALL TO RECEIVE 2 1/2" METAL
FURRING W/5/8" GWB TO 6" ABOVE FINISHED CEILING
- FOR ALL EXTERIOR WALLS EXCEPT INSIDE
STAIRWELLS AND IN ROOMS BC15A, BC15B, BC15C,
BE00A, BE00B, BE03A, BE03B, 1E02B, 1E02C, 1E02D,
1E12, 1E09, 1E08A, 1E13, 1E03E, AND 1E03D.
4113 FLOOR DRAIN, SEE SHEET A-414 FOR DETAIL AND
PLUMBING DRAWINGS FOR MORE INFORMATION
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALE
PRE-K PRE-K PRE-K PRE-K
ADULT/PUBLIC
ADULT/PUBLIC ADULT/PUBLIC
(SHEETS A-408 - A-410)
NOTE: FOR ENLARGED RESTROOM ELEVATION
LOCATIONS SEE SHEETS A-701 THROUGH A-709,
FOR ENLARGED RESTROOM ELEVATIONS SEE
SHEETS A-415 AND A-416
M A
R K
D E
S C
R
IP
T
IO
N D
A
5' - 10" 3' - 0" 2' - 1" 3' - 0" 6' - 3 5/8"
4' - 5 5/8" 5' - 7" 5' - 4 3/4" 4' - 9 1/4"
3' - 11 3/4" 5' - 5 1/4" 1' - 4" 5' - 1 5/8" 4' - 4"
20' - 2 5/8"
/8
"2
/8
S5S5
S3
S3
/8
/8
/2
/8
/8
L
HD
PTD SD
SD
US
42GB
GB3
TTD
36GB 36GB
42GB
SND TTD
GB3
SND
TTD
SD
SD
PTD HD
MG2MG2
A-510
C4
A-511
A3
S5B
S5B
S5B
S5
2' - 1 1/8"4113
10' - 0" 2' - 0"
42GB
GB3 TTD
36GB
MG
SD
PTDHD
S3
M3
M3
M3
1' - 3 5/8"
36GB
42GB
GB3
TTD
SD
PTD
7' - 8"
S3
HD
S7B
S5B
/8
/8
1' - 3 5/8"
1' - 3 5/8"
S3
S3
7' - 8"
42GB
GB3
TTD
36GB
42GB
GB3
TTD
36GB
SD
PTD
PTD
SD
S5B
S7B
S5B
HD
HD
1' - 6 5/8"
1' - 8 5/8"
8' - 4 7/8"
D
HD
PTD
SD
MG
36GB
42GB
GB3
TTD
A-508
C1 OPP
HND
S7B
S5B
S5BS5B
1' - 3 5/8"
6' - 8"
S3
SD
PTD
36GB
42GB
GB3
TTD
S7B
S5B
HD
/8
/8
/8
/8
7' - 0" 4' - 0" 8' - 8"
S7
S3S3
S3S3
HD
MG
SD PTD
42GB
GB3
TTD
36GB
TB
SD PTD
RH
SCR
HS
GB2
8' - 6" 8' - 4" 2' - 10"
S5B S3B
S7B
S7B
S6B
B4 A-414
GB3
SLOPE
SLOPE
SLOPE
MUD SET, SEE STRUCT DRWGS
S E
E S
T R
U C
T D
R W
G S
M U
D S
E T
/8
8' - 6" 4' - 6" 6' - 8"
/4
/8
7' - 0" 4' - 6" 5' - 4" 2' - 10"
S3
S3B S3S3
S3S3
S7
1' - 3 5/8"
/8
SD
MG
PTD
HD
42GB
GB3 TTD
36GB
PTD
SD
TB
RH
SCR
HS
GB2
HD PTD
SD
36GB
42GB
TTD
GB3
S7B
S5B
S5B
S7B
S7B
S6B
/8
B4 A-414
GB3
SLOPE
SLOPE
SLOPE
MUD SET, SEE STRUCT DRWGS
S E
E S
T R
U C
T D
R W
G S
M U
D S
E T
1' - 6 5/8" 2' - 0 5/8"
5' - 6" 4' - 5"
1' - 2"
K.5
HD
PTD
SD
MG
36GB
42GB
GB3
TTD
A-509
B4
S5B
S5BS5B
S3B
S5B S7B
S5B
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
/3
/2
:0 :2
P
M C
R e v it P ro je c ts
\1
-A W
P E
S
A R
C H b s p ri n g s w ts a rc h .c o m
.r v t
579265
A-413
E N
L A
R G
E D
R E
S T
R O
O M
P L A
N S
W E
S T
P O
IN
T
E L E
M E
N T
A R
Y S
C H
O O
L R
E P
L A
C E
M E
N T
N E
W Y
O R
K N
Y
W A
L L E
R T
O D
D
S A
D L E
R A
R C
H
IT
E C
T S
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
F E
B
K H
S
W T
S
W W
S
A
U G
U S
T
-A
3 AUGUST 2016
1/4" = 1'-0"A-108
B1 RESTROOM PLAN - RMS 1D12 & 1D13
1/4" = 1'-0"A-109
A1
RESTROOM PLAN -
RM 1E02B
1/4" = 1'-0"A-107
B3
RESTROOM PLAN -
RM 1C08A
1/4" = 1'-0"A-107
B2
RESTROOM PLAN -
RMS 1C06A & 1C04A
1/4" = 1'-0"A-107
D2
RESTROOM PLAN -
RM 1C20
1/4" = 1'-0"A-107
D3
RESTROOM PLAN -
RM 1C07A
1/4" = 1'-0"A-102
A2 RESTROOM/SHOWER PLAN - RM BC03B
1/4" = 1'-0"A-107
A3
RESTROOM/SHOWER PLAN -
RMS 1C05A & 1C03B
1/4" = 1'-0"A-105
D1
RESTROOM PLAN -
RM 1A30
SHEET KEYNOTES
423 THIS SIDE OF WALL TO RECEIVE 2 1/2" METAL
FURRING W/5/8" GWB TO 6" ABOVE FINISHED CEILING
- FOR ALL EXTERIOR WALLS EXCEPT INSIDE
STAIRWELLS AND IN ROOMS BC15A, BC15B, BC15C,
BE00A, BE00B, BE03A, BE03B, 1E02B, 1E02C, 1E02D,
1E12, 1E09, 1E08A, 1E13, 1E03E, AND 1E03D.
4113 FLOOR DRAIN, SEE SHEET A-414 FOR DETAIL AND
PLUMBING DRAWINGS FOR MORE INFORMATION
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALE
ADULT/PUBLIC ADULT/PUBLIC K-4
K-4 K-4
K-4
ADULT/PUBLIC
K-4 K-4
NOTE: FOR ENLARGED RESTROOM ELEVATION
LOCATIONS SEE SHEETS A-701 THROUGH A-709,
FOR ENLARGED RESTROOM ELEVATIONS SEE
SHEETS A-415 AND A-416
M A
R K
D E
S C
R
IP
T
IO
N D
A
/8
/8
/8
/8
2' - 3 5/8"
2' - 3 5/8"
2' - 3 5/8"
2' - 3 5/8"
1' - 0" 10' - 0"
/8
S3
PTD
SD
MG
HD
36GB
42GB
TTD
GB3
36GB
42GB
TTD
GB3
HD
MG
SD
PTD
36GB
42GB
TTD
GB3
HD MG
SD
PTD
PTD
SD
MG
HDGB3
TTD42GB
36GB
S5B
S5B
S5B
S7B
S7B
4' - 3 5/8" 2' - 7 1/2" 2' - 8" 5' - 0" 3' - 1 1/4"
5' - 7 5/8" 2' - 8" 2' - 8"
/8
/8
/8
/8
18' - 0" 4' - 7 1/2"
/8
/1
/1
/4
/8
/8
/4
S5
S5
S3
S3
/8
/8
D
HD
PTD
SD
MG2
SD
USUS
42GB
GB3
TTD
36GB
36GB
42GB
SND
TTD
GB3
SND
TTD
SND
TTD
SD
MG2
SD
PTD
HD
A-509
C1
22' - 6 1/2" 1"
S5B
S5B
S5B
S5
7' - 0" 3' - 0" 2' - 1" 3' - 0" 5' - 0"
4' - 5 1/2" 7' - 0" 4' - 0" 4' - 7 1/2"
4' - 0 3/8" 5' - 5 5/8"
1' - 2"
5' - 1 5/8" 4' - 3 3/8"
/2
/2
/4
/1
/8
/2
20' - 1"
/1
S5 S5
S3
S3
5' - 2"
5' - 1 5/8"
L
HDPTD
SD
MG2
SD
HD
PTD
SD
MG2
SDUS
US
SND
TTD
SND
TTD
36GB
42GB
SND
TTD
GB3
36GB
42GB
TTD
GB3
A-510
C4
A-511
A3
S5
S5B S5B
S5B
12' - 2 1/2"
1' - 9 1/2"
1' - 3 5/8"
5' - 0 5/8"
1' - 3 5/8"
5' - 0 5/8"
S7B
S5B
PTDSD
MG
HD36GB
42GB
TTD
GB3
42GB
GB3
TTD
36GB HD
MG
SD PTD
S7B
F3A
F5B
4' -0
A
F F
SLOPE SLOPE
404405
1'-0"
3' -0
2'-0" AFF MIN
SLOPE
1/ 4"
T Y
P
SLOPE SLOPE
431 405
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
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
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A 1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
1 2 3 4 5
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P
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R e v it P ro je c ts
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579266
A-414
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3 AUGUST 2016
8' 12'4'2'0 1/4"=1'-0"
GRAPHIC SCALES
SHEET KEYNOTES
401 SCHEDULED FLOOR TILE
402 SELF-ADHERED SHEET WATER PROOFING MEMBRANE
UNDERLAYMENT, TURN DOWN AT FLASHING COLLAR
403 DEPRESS CONCRETE SLAB, SLOPE TO DRAIN 1/4" PER
FOOT WHERE DRAIN OCCURS, SEE STRUCTURAL
DRAWINGS
404 PEA GRAVEL OR OTHER WEEP SYSTEM
405 FLOOR DRAIN, SEE PLUMBING DRAWINGS
406 CONTINUOUS SEALANT
407 MORTAR BED
408 CONTINUOUS BACKER ROD AND SEALANT
409 PARTITION, FOR PARTITION TYPES SEE PLANS
410 2"X2", 16/16 REINFORCING
411 SCHEDULED WALL TILE
412 STAINLESS STEEL FRAME
413 MIRROR GLASS
414 CONTROL JOINT
415 MOP RACK 3'-0" LONG, SECURE TO WALL AS
RECOMMENDED BY MANUFACTURER
416 PREMANUFACTURED FLOOR SERVICE SINK, SEE
PLUMBING DRAWINGS
417 METAL SHELVES
418 SECURE STANDARDS AS RECOMMENDED BY
MANUFACTURER
423 THIS SIDE OF WALL TO RECEIVE 2 1/2" METAL FURRING
W/5/8" GWB TO 6" ABOVE FINISHED CEILING - FOR ALL
EXTERIOR WALLS EXCEPT INSIDE STAIRWELLS AND IN
ROOMS BC15A, BC15B, BC15C, BE00A, BE00B, BE03A,
BE03B, 1E02B, 1E02C, 1E02D, 1E12, 1E09, 1E08A, 1E13,
1E03E, AND 1E03D.
431 CONCRETE SLAB, SEE STRUCTURAL DRAWINGS
4113 FLOOR DRAIN, SEE SHEET A-414 FOR DETAIL AND
PLUMBING DRAWINGS FOR MORE INFORMATION
1/4" = 1'-0"A-101
A2
RESTROOM PLAN - RMS BA03,
BA06, BA07 & BA08
1/4" = 1'-0"A-102
C3 RESTROOM PLAN - RMS BC19 & BC20
1/4" = 1'-0"A-103
A3 RESTROOM PLAN - RMS BD14 & BD15
1/4" = 1'-0"A-104
C2
RESTROOM PLAN -
RMS BE06 & BE07
1 1/2" = 1'-0"
TYPICAL SERVICE SINK/MOP RACK DETAIL
6" = 1'-0"
TYPICAL
MIRROR DETAIL
3" = 1'-0"
FLOOR DRAIN DETAIL - THIN SET
3" = 1'-0"
CJ @
NON-BEARING WALL
0 3" 1'9"6" 2' 1 1/2"=1'-0"
0 1" 6" 9"2" 3" 4" 5" 1' 3"=1'-0"
1 1/2" = 1'-0"
TYPICAL METAL
SHELF DETAIL
K-4 K-4
K-4 K-4
TCNA # B421C-15
TCNA # B421C-15 A-413
TCNA # B421C-15
TCNA # B421C-15
3" = 1'-0"
TILE DETAIL
AT WALL/FLOOR
3" = 1'-0"A-412
B4 SHOWER TRANSITION DETAIL
3" = 1'-0"
FLOOR DRAIN DETAIL - THICK SET
TCNA # B421C-15
M A
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706EQ. EQ.
6'
4"
735735
EQ. EQ.
6'
6"
6'
4"
706 EQ. EQ.
6'
4"
EQ. EQ.
735735
736739
6'
4"
EQ. EQ.
735735
EQ. EQ.
6'
6"
EQ. EQ.
6'
6"
WALL
BEYOND
EQ. EQ.
6'
6"
WALL
BEYOND
EQ. EQ.
6'
4"
6'
4"
EQ. EQ.
737 736
735735
4' - 8"
6'
4"
736 6'
4"
EQ. EQ.
COLUMN
735735
EQ.
6'
6"
EQ. EQ.
6'
6"
707 WALL
BEYOND
EQ. EQ.
6'
6"
735735
739739
EQ. EQ.
6'
6"
739739
735735
6'
6"
EQ. EQ. EQ. EQ.
735735
SEPARATION WALL
EQ. EQ.
SHOWER STALL
WALL
BEYOND
WALL
BEYOND
716716
5'
6"
707 707
5'
6"
CERAMIC WALL TILE LEGEND
CWT-BCWT-A CWT-C
* NOTE: COLOR BY HUB - REFER TO LIST OF FINISHES
CWT-3CWT-2CWT-1 CWT-4
6'
4"
4' - 8"
735735
EQ. EQ.
ELEV. D1
REFER TO
6'
6"
WALL
BEYOND
EQ.
EQ. EQ. EQ.
706 706
740 738
735735
STALL
SHOWER
TY
P.
5'
6" 4"
EQ. EQ.
EQ. EQ.
735735
EQ. EQ.
STALL
SHOWER
US Army Corps of Engineers ®
SHEET OF
SHEET ID
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1 2 3 4 5
D
C
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A 1909 CYPRESS
AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
1 2 3 4 5
579267
A-415
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3 AUGUST 2016
1/4" = 1'-0"A-707
E2 1C20 - NORTH
1/4" = 1'-0"A-708
E5 1D12 - WEST
1/4" = 1'-0"A-701
B3 BA03 - EAST
1/4" = 1'-0"A-701
B2 BA03 - SOUTH
1/4" = 1'-0"A-701
B1 BA03 - WEST
1/4" = 1'-0"A-702
D2 1C03B - EAST
1/4" = 1'-0"A-702
B5 BC20 - EAST
1/4" = 1'-0"A-703
C2 BD14 - NORTH
1/4" = 1'-0"A-703
C5 BE06 - EAST
1/4" = 1'-0"A-703
C4 BE06 - SOUTH
1/4" = 1'-0"A-707
E1 1C20 - WEST
1/4" = 1'-0"A-707
E3 1C20 - EAST
1/4" = 1'-0"A-702
D1 1C03B - WEST
1/4" = 1'-0"A-708
E4 1D12 - NORTH
1/4" = 1'-0"A-703
C1 BD14 - WEST
SHEET KEYNOTES
705 SCHEDULED BASE.
706 PAINTED GYPSUM BOARD WALL.
707 CWT (CERAMIC WALL TILE)
712 SHOWER STALL
716 WATERJET CUT CWT (CERAMIC WALL
TILE) BOY & GIRL SILHOUETTES.
FACTORY CUT BY TILE
MANUFACTURER.
734 MG (MIRROR GLASS), GFGI. REFER TO
TOILET ACCESSORY MOUNTING
SCHEDULE, SHEET A-412.
735 GB (GRAB BAR), GFGI. REFER TO
TOILET ACCESSORY MOUNTING
SCHEDULE, SHEET A-412.
736 HD (HAND DRYER) SHOWN FOR
LOCATION OF ROUGH-IN ONLY.
ELECTRICAL CONTRACTOR IN STALL
CONDUIT TO PANEL AND WALL BOX
WITH A CHROME COVER.
737 PTD (PAPER TOWEL DISPENSER),
GFGI. REFER TO TOILET ACCESSORY
MOUNTING SCHEDULE, SHEET A-412.
738 RH (DOUBLE ROBE HOOK), GFGI.
REFER TO TOILET ACCESSORY
MOUNTING SCHEDULE, SHEET A-412.
739 SD (SOAP DISPENSER), GFGI. REFER
TO TOILET ACCESSORY MOUNTING
SCHEDULE, SHEET A-412.
740 TB (TOWEL BAR), GFGI. REFER TO
TOILET ACCESSORY MOUNTING
SCHEDULE, SHEET A-412.
741 TTD (TOILET TISSUE DISPENSER),
GFGI. REFER TO TOILET ACCESSORY
MOUNTING SCHEDULE, SHEET A-412.
743 SCR (SHOWER CURTAIN ROD). REFER
TO TOILET ACCESSORY MOUNTING
SCHEDULE, SHEET A-412.
744 HS (SHOWER SEAT). REFER TO TOILET
ACCESSORY MOUNTING SCHEDULE,
SHEET A-412.
1/4" = 1'-0"A-702
B4 BC20 - SOUTH
1/4" = 1'-0"A-702
D3 1C03B - NORTH
1/4" = 1'-0"A-702
A2 TYP. RESTROOM SILHOUETTE DETAIL
SEPARATION WALL
GRAPHIC SCALE
8' 12'4'2'0
1/4"=1'-0"
1/4" = 1'-0"A-703
C3 BE06 - WEST
A-707 A-702 A-702A-702
A-702 A-702 A-702
A-704 A-704 A-704
S T
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OF NEW
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HAEL E . HALL
No . 026 163- 1
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1/4" = 1'-0"A-701
D4 1C03B - WEST SHOWER AREA
A-702 1/4" = 1'-0"A-701
D5 1C03B - EAST SHOWER
A-702
1/4" = 1'-0"A-701
A1 TYP. RESTROOM ENTRY
A-705, A-708A-702
1/4" = 1'-0"A-707
D6 1C03B - SOUTH SHOWER
A-702
6'
6"
EQ. EQ.
6'
6"
EQ. EQ.
735735
6'
6"
EQ. EQ.EQ. EQ.706
6'
6" 737
739739
734 734
6'
4"
EQ.
735735734
EQ. EQ.
6'
6"
735735
706707
6' - 0"
6'
6"
735735 734
EQ. EQ.706EQ. EQ.
EQ. EQ.
6'
6"
735735
EQ. EQ.
6'
6"
735735
6'
4"
EQ. EQ.
734 735735
EQ. EQ.
735735 734
6'
6"
EQ. EQ.739
6'
6"
EQ. EQ.
6'
4"
706EQ. EQ.
735735
6'
4"
EQ. EQ.
4' - 8"
6'
4"
735735
4' - 8"
6'
4"
6'
4"
EQ. EQ.
735735
6'
4"
EQ. EQ.
EQ. EQ.
6'
6"
735735
WALL
BEYOND
D4 THIS SHEET
REFER TO ELEVATION
EQ. EQ.
6' - 0"
6'
6"
CERAMIC WALL TILE LEGEND
CWT-BCWT-A CWT-C
* NOTE: COLOR BY HUB - REFER TO LIST OF FINISHES
CWT-3CWT-2CWT-1 CWT-4
716716
WALL
BEYOND
WALL
BEYOND
1' - 10" 2' - 3 1/2"
5'
6"
5'
6"
SEPARATION WALL
707 707
EQ. EQ.
6'
6"
735735
STALL
SHOWER
EQ. EQ.
D3 THIS SHEET
REFER TO ELEVATION
WALL
BEYOND
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
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1 2 3 4 5
D
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A 1909 CYPRESS
AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
1 2 3 4 5
579268
A-416
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3 AUGUST 2016
1/4" = 1'-0"A-705
B2 1A32 - NORTHWEST
1/4" = 1'-0"A-705
B1 1A32 - SOUTHWEST
1/4" = 1'-0"A-705
C3 1A31 - NORTHEAST
1/4" = 1'-0"A-705
C1 1A31 - SOUTHWEST
1/4" = 1'-0"A-705
E5 1A30 - NORTH
1/4" = 1'-0"A-707
E4 1C04A - NORTH
1/4" = 1'-0"A-706
D3 1B01A - SOUTH
1/4" = 1'-0"A-706
D2 1B01A - EAST
1/4" = 1'-0"A-706
E1 1B02A - NORTH
1/4" = 1'-0"A-706
E2 1B02A - EAST
1/4" = 1'-0"A-705
A2 1A03B - WEST
1/4" = 1'-0"A-705
A5 1A08 - EAST
1/4" = 1'-0"A-705
B3 1A32 - NORTH
1/4" = 1'-0"A-705
C2 1A31 - NORTHWEST
1/4" = 1'-0"A-705
A1 1A03B - NORTH
1/4" = 1'-0"A-705
A3 1A03B - SOUTH
1/4" = 1'-0"A-705
A4 1A08 - NORTH
1/4" = 1'-0"A-705
A6 1A08 - SOUTH
1/4" = 1'-0"A-705
E6 1A30 - EAST
1/4" = 1'-0"A-705
E7 1A30 - WEST
1/4" = 1'-0"A-707
E3 1C04A - WEST
1/4" = 1'-0"A-706
D1 1B01A - NORTH
SHEET KEYNOTES
705 SCHEDULED BASE.
706 PAINTED GYPSUM BOARD WALL.
707 CWT (CERAMIC WALL TILE)
712 SHOWER STALL
716 WATERJET CUT CWT (CERAMIC WALL
TILE) BOY & GIRL SILHOUETTES.
FACTORY CUT BY TILE
MANUFACTURER.
734 MG (MIRROR GLASS), GFGI. REFER TO
TOILET ACCESSORY MOUNTING
SCHEDULE, SHEET A-412.
735 GB (GRAB BAR), GFGI. REFER TO
TOILET ACCESSORY MOUNTING
SCHEDULE, SHEET A-412.
736 HD (HAND DRYER) SHOWN FOR
LOCATION OF ROUGH-IN ONLY.
ELECTRICAL CONTRACTOR IN STALL
CONDUIT TO PANEL AND WALL BOX
WITH A CHROME COVER.
737 PTD (PAPER TOWEL DISPENSER),
GFGI. REFER TO TOILET ACCESSORY
MOUNTING SCHEDULE, SHEET A-412.
738 RH…
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