Vatech
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- Words: 24,019
- Pages: 33
1
2
3
4
5
6 NOTES:
TH SOU
DN
ING TH W NOR
WING
1. ROOM EQUIPED WITH COMMUNICATIONS FOR HEARING IMPARIED
126' - 0" 6' - 0"
17' - 4"
6' - 8"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
16' - 6"
14' - 10"
32' - 8" L1
21' - 4 3/8"
L1
L1
ADDITIVE BID ITEM #1
E
E
DS
FD
6' - 3 1/2"
W
W
W W W
LAUNDRY ROOM 027
W
W
8' - 5"
3' - 4"
16' - 1"
LACTATION ROOM 021
9' - 7 1/8"
P
STUDY 023
E1 A101 A507
S6-1
VENDING 025
5' - 4"
S3 XX
3' - 4"
29' - 4 7/16"
5' - 9"
S3 XX
S6-1 XBRX
OFFICE STORAGE 012
STUDENT STORAGE 014
STOR 018A
1' - 6"
11' - 10"
2' - 0"
FD
12' - 0" 12' - 0"
C
6' - 4"
2' - 0" 6' - 4"
2' - 0" 6' - 4"
S6-30 XBRX
6' - 11"
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
D1 A406
PROJECTION SCREEN ABOVE C
M12-2 H
I
M1212-30
WOMEN'S A024 B4 A101 A404
CNS A033
I
5' - 8"
FD
I
ELEVATOR EQUIP. 026 11' - 6"
S6-1 XX
CONSULTANT
D
ELECTRICAL 028 S6-1
SEE EXTERIOR ELEVATIONS FOR EXTENTS AND STEPPING OF LOCAL STONE VENEER - TYP.
ADDITIVE BID ITEM #1
B3 A101 A512
1" B.E.J
DS
SIM.
FD
6"
F .
INE CH L MAT
CONCRETE STEPS W/ PAINTED STEEL HANDRAIL EACH SIDE
TRAINING A 018
7 5 7 . 3 2 1 . 9 6 0 0
DS
CONCRETE SLAB ON GRADE
E
I
5' - 7 5/8" B
C1 A406
MEN'S A022
TACKABLE WALL PANELS
L2 E
43' - 0"
I
M8-2
DS DN
TACKABLE WALL PANELS
U
K
FD
6' - 4"
M8-2
6' - 4"
ELECTRICAL 010 MECHANICAL 002
L5
M8-1
5' - 0 5/8"
2' - 10 3/4" 6' - 8 1/2"
5/8" 6' - 7 FD
3' - 1"
10' - 0"
11' - 2 1/8"
M8-1
4' - 0" 4' - 0"
4' - 0"
FD
J
M8-2
FD
4' - 0"
2' - 9 5/8" 9' - 9 5/8"
L5
4' - 0"
32' - 8"
9' - 9 3/8"
V .
" 4 3/8 13' -
4"
23' - 11 1/8"
I
" 1' - 4
B.E.J. COVER
S6-30 XBRX
N G
ELEVATOR A031
15' -
M8-30
K
UP
F
" 3' - 4 " 1' - 8
28' - 1"
FD
K
M
1/4"
FD
HK STORAGE 008
I
STAIR A029
" 3' - 2
M8-1
N
M8-2
3' - 4
D
FD
N
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
° .00 37
A101 A512
M1212-30
I L5
A3
H
3' - 4"
A
8' - 5"
5' - 5"
6' - 4"
60' - 0"
CORRIDOR A005
W
W
FD
H
3' - 4" 4" TYP.
S6-1
W
W
DS
2"
M8-1
55' - 0"
W
L
7' - 5"
" 2' 2' - 6
5' - 4"
W
S3 XBX
S3 XBX H
12' - 0 1/16"
P
FD
W
HK BREAK RM 019
DW
6' - 0"
9' - 11 1/2"
B
M12-1
BATH 008A
S
Z
A1 A406 C
CLOSET 011B
D
" 5 1/2
FD
BATH 011A
D
17' -
A101 A404
D
21' - 5 3/4"
S
D
20' - 11"
11' - 0"
20' - 11 5/8"
S
10' - 11"
D
" 3' - 4 1" 3' - 1
M8-2
S
A3
KITCHEN 007A
S
8' - 5"
D
W
M12
D
A101 A507
FD
A S
S
M12-1
4"
S Q
13' - 4"
S
15' - 5"
CLOSET A009
HK OFFICE 017
D
E1
W
T
PANTRY 013A
17' - 4 1/2"
2' - 4 7/8" 10' - 8 3/4"
12' - 8"
TEST KITCHEN 013
5' - 3"
F
1' - 4"
27' - 4"
M6
12' - 0 5/8" BEDROOM 011
D
8" 10 3/
STAIR A003
12' - 0" BEDROOM 009
D
13' -
12' - 3 3/4" LIVING AREA 007
6' - 4 3/8"
UP
AR C H I T E C T U RE
S3 XX
M6
F1
S6 XX
F1
DS
14' - 4 1/2"
F1
4' - 0"
B1
4' - 11 7/8"
FD
D
6"
24' - 0"
95' - 8"
7' - 10 1/2"
16' - 11 1/4"
16' - 5 7/8"
C
131' - 8"
NO RT H
PRINTED: 12/10/2008 1:13:53 PM
14' - 2 3/4"
SOUTH
BASEMENT FLOOR PLAN - SOUTH WING KEY PLAN
1/8" = 1'-0"
0'
8'
16'
24'
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
BASEMENT PLAN
FILE LOCATION:
SHEET NUMBER:
A101 1
2
3
4
5
6
1
2
3
4
5
A6
A102 A202
NOTES:
ING TH W NOR
A1 ING TH W U O S
A102 A303
6
1. ROOM EQUIPED WITH COMMUNICATIONS FOR HEARING IMPARIED
126' - 0" 93' - 4" 6' - 0"
5' - 4"
2' - 0"
6' - 8"
2' - 0"
4' - 0"
8' - 0"
4' - 0"
4' - 0"
10' - 0"
32' - 8"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
7' - 4"
4' - 4"
4' - 0"
6' - 0"
4' - 0"
C1
6' - 0"
4' - 0"
C1
4' - 4"
12' - 9 3/4"
3' - 10"
4' - 8"
C1
A5
M12-1
3' - 10"
3' - 10"
FD
13' - 0"
C
STAIR B129
OFFICE 125
VESTIBULE B128
Y
ELEVATOR B131
33' - 9 3/4"
FILE & STORE 108
S3 XBX
12' - 0"
14' - 6 3/4"
OFFICE 112
L
OFFICE 114
P
P
CORRIDOR B106
4" TYP. 12' - 0"
12' - 0"
12' - 0"
12' - 0"
E1 A407
S3 XBX
12' - 0"
" 3' - 4
" 7 5/8 " 8 / 5 6' - 7
12' - 0"
12' - 3 3/4"
P
P
P
P
C1
4' - 0"
4' - 0"
4' - 0"
6' - 0"
S3 XBX
OFFICE 122
S3 XBX
S3 XBX
S3 XBX
DS
C1
C1
C1
10' - 4 3/8"
10' - 4 3/8"
6' - 4" 2' - 0"
C1
OFFICE 124
OFFICE 120
OFFICE 118
C1
DS
C1
X
A.D.A. ACCESSIBLE ENTRANCE
C1
4' - 0"
4' - 0"
6' - 0"
6' - 4"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
24' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
4' - 0"
4' - 0"
A6
A3
A102 A201
" 1' - 4
0" 11' -
" 3' - 0
" 4' - 0
" 4' - 4
" 4' - 6
C5 A102 A201
1/8" = 1'-0"
0'
SO UT HW ING
8'
16'
C
C1 A102 A202
112' - 0"
FD
C1
C1
12' - 0"
12' - 0"
11' - 10"
S3 XBX
S3 XBX
S3 XBX
DIRECTOR OFFICE 143
OFFICE 145
OFFICE 147
S3 XBX
S3 XBX
OFFICE 157
OFFICE 159
C
4' - 6"
F
L
S3-30 XBRX
27' - 4"
A1 A407
OFFICE/WORK 163
4' - 0"
NEW RESIDENCE HALL CAREER SERVICES SITE
A.D.A ACCESSIBLE ENTRANCE
VESTIBULE 165
RECESSED WALK-OFF MAT
B
M8-2
A5
B
A102 A304
MARK DATE
P
24' - 1 3/4"
P
P
P
P P
12' - 0"
12' - 0"
S3 XBX
S3 XBX
S
P
P
OFFICE 152
OFFICE 154
12' - 0"
11' - 10"
S3 XBX
P
E1 A408
P
OFFICE 168
OFFICE 166 12' - 2"
12' - 0"
S3 XBX
M8
P
OFFICE 172
12' - 0"
S3 XBX
12' - 0"
S3 XBX
DIRECTOR OFFICE 174
S3 XBRX
B1
ASSOCIATE VP 180
12' - 0"
C1
C1
11' - 11 1/2"
S3 XBRX
A102 A512
60' - 0"
6' - 4" 4' - 0"
11' - 7"
C1
S
ADMIN ASSISTANT 176
S
P
OFFICE 170
ADMIN ASSISTANCE 178
4' - 0"
OFFICE 164
11' - 11 1/2"
A3 A102 A301
C4 A102 A203
32' - 8"
P
OFFICE 150
L
S3 XBRX
4" TYP.
CONFERENCE ROOM 2 144
S3 XBX
12' - 0"
4' - 0"
OFFICE 162
S3 XBX
5' - 1"
SIM C1
4"
C1
DS
C1
C1
C1
C1
C1
DS
C1
C1 C1
3' - 8 1/4"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
4' - 0"
4' - 0"
102' - 4"
DS
C1
6' - 4"
6' - 0"
4' - 0"
C1
4' - 0"
4' - 0"
6' - 0"
4' - 0"
24' - 0"
4' - 0"
A
4' - 0"
12' - 0"
A1
33 /4"
100% CONSTRUCTION DOCS.
4' - 0"
D1 A408
S3 XBX
6' - 11"
21' - 0 7/8"
OFFICE 156
OFFICE 160
OFFICE 158
S3 XBX
S3 XBX
M8
12' - 0"
8' - 7 1/8"
S3 XBRX
S3 XBX
12' - 0"
I
S6-30 XBX
S3-30 XBX
12' - 2"
9' - 4"
3' - 5 1/2"
11' - 10"
32' - 3"
8' - 5"
12' - 0"
S6-30 XBX
5' - 1"
4' - 8"
DESCRIPTION
6/30/07
4' - 9"
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
FIRST FLOOR PLAN
SOUTH
A102 A201
FIRST FLOOR PLAN - NORTH WING
SHEET NUMBER:
KEY PLAN
1/8" = 1'-0"
0'
1
VIRGINIA TECH BLACKSBURG, VA
AUTOMATIC DOOR OPERATOR BUTTON
S3-30 XBX
10' - 8 1/2"
5' - 5 1/8"
OFFICE/WORK 146
OFFICE 148
A102 A201
3' -
8' - 10"
M12-1
11' - 4"
10' - 8"
P
S3 XBX
S3 XBX M12-1
8" 3' - 4"
P
S3 XRBX
49' - 6"
L
11' - 10"
S6-30 XBX
A102L---
S3-30 XBX
S3 XBX
5' - 4"
A1
2' 10 - 0" '8" 15 '11 3/4 "
E1
4' - 0"
D
STAIR B157
S3 XBRX
A
CONFERENCE ROOM 3 142 C1 B A408
6' - 0"
UP
DIRECTOR OFFICE 161
S
5' - 5" INTAKE & HEARING 153
M8
S3 XBRX
M8
CT
A5
6' - 1 7/8"
13' - 1 3/4"
5' - 3 3/8"
CPT
3' - 4"
4' - 8" 18' - 11"
L
1"
6' - 9"
5' - 4"
E1
17' - 4 3/8"
6" 1' -
DS 4' -
S3 XBX
5' - 10"
10 '-
C1
0"
11' - 11 3/4"
S
5' - 5" 6' - 5" INTAKE & HEARING 151
B1 A407
S3 XBRX
2' - 0"
NO RT H
4' -
15' - 8"
2' - 0"
12 'S
S
6' - 8"
E1
12' - 0"
P
2' - 0"
C1
12' - 0"
S
S3 XBRX
8' - 0"
6' - 4"
0"
C1
DS
10' - 8 3/8"
6' -
C6 A407
RECRUITING 11 & COUNCIL '138 0"
C1
4' - 0"
2' - 0"
A
MA TC HL INE
A102 A201
0"
3' - 4"
CORRIDOR B159
5' - 4"
S
S3 XBRX
S3 XBX
4' -
C5
87 /8"
COPY/BREAK RM 140
S3 XBX
0"
4' - 0"
N
19' - 1"
6' -
0"
S3-30 XBX
3"
M8-30
OFFICE/WORK 141
12' - 6"
45 /8"
I
S3 XBRX
1" 5' -
0"
OFFICE 155
4' - 0"
H
32' - 10 1/4"
12 '-
73 /8"
11 '-
L
2' - 0" 3' - 8"
12' - 7 1/16"
5' -
CORRIDOR 6' - B132 05 /8"
10 '-
C1
S6
I
I
4' -
12' - 0"
CONFERENCE ROOM 1 141
HK 139
M12-1
G
SPECIALIST 136
12' - 2"
S
2' - 10 7/8"
B
S
10' - 0"
C1
4' - 0"
P
4" TYP.
S
13' - 2"
HOUSING DIRECTOR 133
H
S
4' - 0"
C1
OFFICE 149
4' - 8"
P
I S
ASSOCIATE DIRECTOR 134
8' - 0"
I
ELEVATOR B131
I
4' - 1 3/8" 4' - 0"
27' - 4"
14' - 2"
WOMEN'S B137
8' - 0"
5' - 4"
FD
MEN'S B135
4' - 0"
C1
DS
12' - 0"
8' - 0"
14' - 8"
C1
4' - 0"
12' - 0"
STAIR B129
10' - 0"
M8
4' - 0"
12' - 0"
26' - 1 1/4"
A102 A404
2' - 0" 5' - 4"
3' - 10 5/8" 4' - 0"
B5
DN
FILE LOCATION:
KEY PLAN
24'
NO RT HW ING
12' - 0"
PRINTED: 12/10/2008 1:14:00 PM
SOUTH
A1 A102 A404
FIRST FLOOR PLAN - SOUTH WING C
. C O M
" 4' - 0
" 6' - 0
" 4' - 0
" 6' - 0
C1
" 4' - 8
V
C1
DS
18.00°
C1 A102 A301
" 1' - 4
A102 A302
C1
W
0" 11' -
C1
A102 A201
A102 A602
" 4' - 8
A6
E
RECRUITING & COUNCIL 138
SPECIALIST 136
8" 10' -
102' - 4" 138' - 4"
H
S3 XBX
2' - 0"
10' - 0"
E .
D
INE CH L MAT
12' - 0"
4' - 0"
ASSOCIATE DIRECTOR 134
A
A1
C1
7 5 7 . 3 2 1 . 9 6 0 1
S
S
A102 ---
C1
F .
S3 XBX
S
VESTIBULE B126 3/4" 3' - 6
S3 XBX
5/8" 6' - 0
" 5 1/4 15' -
C1
OFFICE 126
S3 XBX
S3 XBX
S3 XBX
DS
OFFICE 128
ASSC DIRECTOR OFFICE 116
S3 XBX
C1
OFFICE 130
BEJ
P
7 5 7 . 3 2 1 . 9 6 0 0
CONSULTANT
" 8 7/8 12' -
I
" 5 1/2 10' -
14' - 10"
P
S6-30 XBX
CORRIDOR B132
S G
V .
COPY/BREAK RM 140
G I
RECEPTION 132
P
N G
" 6 1/8 11' -
H
LOBBY B127
S3-30 XBX
P P
4' - 8"
1' - 6" CLR
S3 XBX
SERVER ROOM 110
5' - 1"
12' - 4 7/8"
S3 XBX
12' - 0"
I
I
S3 XBX
15' - 8 1/2"
N
I
HOUSING DIRECTOR 133
V
S6-30 XBX
12' - 0"
N
UP
G
8' - 5"
HK 139
DN
10' - 7 1/2"
13' - 6"
2' - 11 1/2" 8' - 4 3/4"
7' - 8 1/2"
2' - 0"
S3 XBX
13' - 0"
4' - 0"
S3 XBX
10' - 0"
S3 XBX
4' - 8"
MEN'S B135
W
S6-30 XBX
3' - 5 1/2" 6' - 11"
S6-30 XBX
12' - 0"
13' - 4"
OFFICE/WORK 115
I
A102 A602
A
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
A1
4" TYP. 11' - 3"
L
NO RT H
35' - 8 1/4"
S3-30
I
A102 ---
P
AR C H I T E C T U RE P
DS
P
C1 A407
E
A6 A102 A202
-
11' - 3"
6' - 6"
S3 XBX
OFFICE 104
A102 A305
4' - 0"
OFFICE 123
P
11' - 3"
L
1' - 4"
S3 XBX
D1 A407
S3 XBX
L
38' - 2 1/4"
L
S3 XBX
14' - 8 3/4"
S6-30 XBX
L H2-1 LBX
C1
M12-1
5' - 1"
P
20' - 5 1/8"
S3 XBX
16' - 2"
3' - 3 1/2"
S3 XBX
H2-1 2' - 11" LBX
11' - 10"
H2-2 LBXX
S3-30
4' - 0"
4' - 0"
4' - 8"
3' - 5 1/2"
C1
C1 A407
13' - 5"
COPY/WORK 102
12' - 8"
5' - 5 3/8"
H2-1 LBX S3-30 XBX
OFFICE 121
P
12' - 0"
WORK STATION 107
5' - 5 1/8"
5' - 4"
16' - 3 3/4" 1' - 7 5/8"
DIRECTOR OFFICE 117
OFFICE 119
DS
S3 XBX
12' - 6"
12' - 0"
9' - 2"
S6-30 XBX
4' - 0"
4' - 0"
6' - 4"
60' - 0"
P
3' - 10"
M
12' - 0"
M8
OFFICE 113
S3 XBX
DS
" 6 1/8 12' -
D6
ADMINISTRATIVE ASSISTANT
CORRIDOR B105
M12
13' - 4"
M8-30
L
32' - 8"
D
12' - 0"
4' - 4"
6' - 8" 27' - 4"
12' - 4 1/4"
CONFERENCE 101
C1
OFFICE 111
P
P
A102 A203
C3
OFFICE 109
C1
P F
A102 A602
C1
S3 XBX
S3 XBX
DN
A2
A102 A301
ASSOC. DIRECTOR OFFICE 105
STAIR B103
E1
S3 XBX
S6-30 XBX
2' - 0"
UP
S3 XBX
5' - 4"
A2 A102 A401
DS
C1
S3 XBX
E1
C1
10' - 0"
E1
E
C1
FD
WOMEN'S B137
A102 A202
C1
2
3
4
8'
16'
5
A102
24'
6
2
3
4
5
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
7' - 4"
4' - 4"
4' - 0"
6' - 0"
4' - 0"
B2
INSIDE FACE OF CMU
E2
E3
B1
B1
B1
DS
B1
B1
B1
DS
5' - 4"
STUDENT ROOM 207
STAIR C203
E3
12' - 0 1/4"
6' - 8"
DN
M8-30
12' - 0" S3-30 XBRX
S3-30 XBRX
STUDENT ROOM 217
12' - 2"
12' - 0"
12' - 0"
BATH 211A
BATH 209A
FD
FD
FD
Q
3' - 4"
4' - 0"
13' - 4"
3' - 4"
6' - 4"
Q
3' - 4"
4' - 0"
3' - 4"
FD
FD
BATH 217A
ELEC. 225
BATH 204A
BATH 206A FD
BATH FD 208A
4' - 0"
Q
3' - 4"
13' - 4"
13' - 4" G.F. CMU - TYP. R
BATH 221A
BATH 223A
4' - 0"
10' - 8"
BATH FD 210A
FD
J
13' - 4"
13' - 4"
3' - 4"
4' - 0"
10' - 8"
3' - 2"
BATH 214A
ELEVATOR C231
G
6' - 1 1/2" -
R
FD
FD
BATH 216A
BATH 218A FD
HK C233
7' - 7 1/2"
13' - 4"
R
F
A103 ---
R
E5
BATH FD 220A
D3 A602
BATH 222A FD
" 5' - 4
" 3' - 4
" 8' - 0
4" 13' -
G
" 5' - 7
R
BATH 234A
R
4' - 0" 10' - 4"
12' - 0"
S3-30 XBRX
S3-30 XBRX
12' - 0"
12' - 0"
27' - 4"
27' - 4"
STUDENT ROOM 206
A103 A404
STUDENT ROOM 208 S3-30
12' - 0"
CT CPT
A103 A404
TYP.
STUDENT ROOM 212
STUDENT ROOM 210
STUDENT ROOM 214
STUDENT ROOM 216
STUDENT ROOM 218
STUDENT ROOM 220
SEE B5/A404 FOR THIRD FLOOR VARIATION
A6 A406
STUDENT ROOM 222
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
SIM
B1
4' - 0"
10' - 0"
B1
B1
DS
B1
STUDENT ROOM 232
E
W
V
. C O M
STUDENT ROOM 234
E5
A103 A404
0" 12' -
A103 A404
S3-30 SIM XBRX
B1
B1
H
B2
A1 B2
B2
4' - 0"
B1
E .
B2
4' - 0"
4' - 0"
DS
2' - 0"
4' - 0"
6' - 0"
6' - 4"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
36' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
4' - 0"
4' - 0"
B2
10' - 0"
102' - 4" " 4' - 0
" 4' - 4
INE CH L MAT
138' - 4"
" 4' - 0
" 6' - 0
" 4' - 0
" 6' - 0
NO RT H
2' - 0"
B1
DS
B1
7 5 7 . 3 2 1 . 9 6 0 1
CONSULTANT
8" 11 3/ 11' -
DS
F .
M8
D6
S3-30 XBRX
7 5 7 . 3 2 1 . 9 6 0 0
D 0" 28' -
STUDENT ROOM 204
LOUNGE 226
" 4 1/2
STUDENT ROOM 202
M88-30
15' -
B2
B3
V .
E5
BATH 232A
D3
N G
" 3' - 4 " 6' - 0
O
OH
I
R
A103 A404
A103 A404
4' - 0"
32' - 8"
3/8" 2' - 1
H H
D4
D
N
CNS C235
UP
Q
3' - 4"
R
LOBBY C227
A103 A404
BATH 212A
N
Q
FD
Q
Q
3' - 4"
R
FD
" 5' - 4
B2
Q
10' - 8" R
R
Q
3' - 4"
FD
" 5' - 4 " 3' - 1
FD
STAIR C229
1/2"
Q
BATH 202AFD
13' - 4"
13' - 4"
7' - 4"
5' - 8"
Q
A
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
A103 A404
3' - 4
10' - 4"
3' - 4"
Q
L
M8-30
BATH 215A
BATH 213A
AR C H I T E C T U RE P
1/2"
6' - 4"
DS
E5
12' - 0"
3' - 2
BATH FD 207A
E
B1
SEE NOTE 1 THIS SHEET S3-30 XBRX
BATH 219A
1' - 10 1/2" 12' - 2 1/8"
DS
STUDENT ROOM 223
S3-30 XBRX
M
Q
B2
E4 A103 A404
B1
4' - 4"
DN
CORRIDOR C205
6' - 7 3/4"
4' - 0"
STUDENT ROOM 221
S3-30 XBRX
11' - 10"
S3-30 XBRX
E3 A103 A404
5' - 9 5/8"
13' - 4"
STUDENT ROOM 215
D1 A602
G1 A601
4' - 0"
STUDENT ROOM 213
12' - 0"
S3-30 XBRX
27' - 4"
27' - 4"
STUDY 201
STUDENT ROOM 211
12' - 0"
F
DS
60' - 0"
STUDENT ROOM 209
5' - 4"
2' - 0"
UP
6' - 0"
B2
STUDENT ROOM 219
E
4' 0"
1' - 4" 6' - 8"
2' - 0"
6' - 8"
10 '-0 "
2' - 0"
5' - 4"
1. ROOM EQUIPED WITH COMMUNICATIONS FOR HEARING IMPARIED
3' 1 4' - 1/4" 0"
6' - 0"
32' - 8"
10 3/4 " 2' 0"
93' - 4"
NOTES: 4' 0"
ING TH W U O S
126' - 0"
6
ING TH W NOR
M12-30
1
8" 10 5/ 18' -
SOUTH
SECOND FLOOR PLAN - SOUTH 0'
C
8'
16'
24'
KEY PLAN
C
SO UT HW ING NO RT HW ING
B1
10' - 0"
B1
4' - 0"
8' - 0"
4' - 0"
B1
DS
8' - 0"
B1
3' - 1 3/8" 4' - 0"
B1
8' - 0"
4' - 0"
B1
10' - 0"
B1
4' - 0"
4' - 0"
4' - 0"
B1
DS
2' - 0"
9' - 0"
E2
B1
STUDENT ROOM 239
M8-30
STUDENT ROOM 241
S3-30 XBRX
S3-30 XBRX
HK C233
12' - 0"
STUDENT ROOM 243
11' - 10"
STUDENT ROOM 247
STUDENT ROOM 245 S3-30 XBRX
S3-30 XBRX
12' - 2"
STUDENT ROOM 249
12' - 0"
12' - 0"
STUDENT ROOM 251
STUDENT ROOM 253
STUDENT ROOM 255
S3-30 XBRX
S3-30 XBRX
M8-30
S3-30 XBRX
S3-30 XBRX
11' - 11 3/4"
STAIR C257
E3
DN F
G
2' - 5"
3' - 3"
BATH 237A
BATH 241A
A103 ---
Q
3' - 4"
13' - 4"
6' - 11 9/16"
R
S3-30 XBRX
4' -
12 '-
B2
0" 6' -
STUDENT ROOM 234
MA TC HL INE
A
0"
B2
6' -
01 /4"
4' -
12' - 0"
STUDENT ROOM 238
STUDENT ROOM 240
4' - 0"
Q
3' - 4"
13' - 4"
13' - 4" G.F. CMU - TYP.
3' - 4"
10' - 8"
Q
4' - 0"
R
BATH 246A
3' - 4"
13' - 4"
13' - 4"
R
BATH 244A
Q
3' - 4"
10' - 8"
Q
4' - 0" 13' - 4"
R
R
B1
4"
B1
6' - 10 5/8"
3' - 4"
R
BATH 250A
BATH 254A
BATH 252A
SIM
12' - 0"
FD
BATH 256A
BATH 258A
3' - 8 1/4" 2' -
4' - 0"
0"
4' - 0"
4' - 0"
STUDENT ROOM 244
STUDENT ROOM 242 S3-30 XBRX
S3-30 XBRX
12' - 0"
11' - 10"
12' - 2"
STUDENT ROOM 246
STUDENT ROOM 248
STUDENT ROOM 250
S3-30 XBRX
M8-30
S3-30 XBRX
12' - 0"
SIM 12' - 0"
STUDENT ROOM 252
STUDENT ROOM 254
S3-30 XBRX
DS
B1
B1
B1
B1
B1
DS
12' - 0"
S3-30 XBRX
B1
12' - 0"
STUDENT ROOM 256
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
3' -
11' - 11 1/2"
STUDENT ROOM 260
STUDENT ROOM 258 S3-30 XBRX
S3-30 XBRX
B1
B1
4' - 0"
4' - 0"
6' - 4"
102' - 4"
11 3/4 "
FD
BATH 260A B2
B2
6' - 0"
4' - 0"
DS
4' - 0" 24' - 0"
4' - 0"
A
INSIDE FACE OF CMU
B2
6' - 0"
4' - 6"
4' - 0" 12' - 0"
ARCH PRECAST CONCRETE WATER TABLE BELOW - TYP
33 /4"
SOUTH
FILE LOCATION:
SECOND FLOOR PLAN - NORTH 1/8" = 1'-0"
0'
1
2
3
4
8'
16'
5
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
3' - 6"
NO RT H
15 '-
8"
--
100% CONSTRUCTION DOCS.
Q
B2
10 '-
D4 A103 A404
A103 A404
12' - 0"
DESCRIPTION
6/30/07
A103----A103
Q
BATH 248A
B MARK DATE
CORRIDOR C259 Q 4' - 0" 3' - 4" 5' - 10 5/8"
3' - 4"
VIRGINIA TECH BLACKSBURG, VA
M
D3
S3-30 XBRX
DS
13' - 4" 5' - 1 3/8"
E3
4' -
Q
3' - 4"
A103 A404
B2
0"
10' - 8"
BATH 242A
12' - 1 3/4"
3' - 4"
Q
R
BATH 240A
SEE NOTE 1 THIS SHEET
13' - 4"
R
A103 A404
D5
0"
3' - 4"
E4
FD
4' -
A103 ---
R
BATH 238A
BATH 236A 9' -
4' - 0"
Q
13' - 4" -
SEE NOTE 1 THIS SHEET
0"
0"
3' - 4"
R
STUDENT ROOM 236
SIM
G1 A601
BATH 255A 1' - 10"
Q
10' - 8"
E5 A103 A404
BATH 253A
BATH 251A
4' - 0"
BATH 234A
BATH 249A
7' - 4"
STUDENT ROOM 232
BATH 247A
27' - 4"
9' - 2 5/8"M6-30 G
BATH 245A
S3-30 XBRX
Q R
BATH 243A
C.J. 5' - 4"
H
BATH 239A
27' - 4"
CNS C235
STUDY 261
D1 A602
M8-30
H
NEW RESIDENCE HALL CAREER SERVICES SITE
27' - 4"
STUDENT ROOM 237
12' - 0"
6' - 8"
UP
12' - 0"
13' - 4"
12' - 0"
27' - 4"
12' - 1 3/4"
R
6' - 0"
UP
STAIR C229
ELEVATOR C231
BATH 232A
5' - 4"
E3
DN
B
2' - 0"
6' - 8"
60' - 0"
4' - 0"
32' - 8"
B1
DS
4' - 0"
10' - 4"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
2' - 0"
141' - 0 1/32" 4' - 10 5/8" 4' - 0"
2' - 0" 5' - 4"
10 3/4" 3' - 1 1/4" 4' - 0"
2' - 0" 10' - 4"
PRINTED: 12/10/2008 1:14:10 PM
1/8" = 1'-0"
24'
KEY PLAN
6
SECOND AND THIRD FLOOR PLAN
SHEET NUMBER:
A103
1
2
3
4
5 ING TH W U O S
126' - 0" 93' - 4" 6' - 0"
14' - 0"
1' - 4" 6' - 8"
2' - 0"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
32' - 8"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
7' - 4"
6' - 4"
B1
E2
E
B1
B1
DS
B1
B1
12' - 8"
DN
12' - 0"
M8-30
S3-30 XBRX
27' - 4"
1' - 4"
STUDENT ROOM 409
12' - 0 1/4" F
STUDENT ROOM 411
STUDENT ROOM 413
12' - 0"
12' - 0"
A1
STUDENT ROOM 423
STUDENT ROOM 421
12' - 0"
A103 A404
BATH 407AFD
BATH 409A
BATH 411A
12' - 0"
E4
E5
A103 A404
A103 A404
Q
FD
FD
BATH 413A
BATH 415AFD
Q
Q
BATH 417A
FD
ELEC. E425
Q
Q
Q
FD
BATH 423A FD
Q
Q
23' - 4"
5' - 8"
10' - 9 1/2"
13' - 4"
G.F. CMU - TYP.
10' - 8"
13' - 4"
F
HK E433
10' - 8"
13' - 4"
G
Q
BATH 408A
BATH 404A
BATH FD 406A
B4
R
R
R
BATH 414A FD
BATH 412A
BATHFD 410A
FD FD
ELEVATOR E431
6' - 1 1/2"
FD
FD
R
" 3' - 4
BATH FD 418A
BATH 416A
S3-30 XX
BATH 420A
10' - 4"
STUDENT ROOM 406
S3-30 XBRX
23' - 9 7/8"
12' - 2 1/8"
B1
4' - 0"
4' - 0"
6' - 0"
STUDENT ROOM 416
STUDENT ROOM 420
STUDENT ROOM 418
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
DS
B1
B1
B1
B1
DS
B1
E5
LOUNGE 426
CT CPT
A103 A404
SIM
4' - 0"
4' - 0"
6' - 0"
6' - 4"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
8' - 0"
4' - 0"
10' - 0"
B1
4' - 0"
4' - 0"
A1
A1
4' - 0"
E
W
V
. C O M
A1 D1
10' - 0"
" 2' - 0 " 8 4' -
A1
2' - 0"
102' - 4"
" 6' - 5 " 1 5/8 43' -
138' - 4" 5/8"
" 4' - 8
" 6' - 6
NO RT H
10 18' -
" 2' - 0
INE CH L MAT
36' - 0"
4' - 0"
H
SIM
8" 11 3/ 11' -
DS
4' - 0"
E .
STUDENT ROOM 434 0" 12' -
STAIR E422
B1
7 5 7 . 3 2 1 . 9 6 0 1
E5 A103 A404
STUDENT ROOM 432
S3-30 XBRX
F .
D
M88-30
B4
B4
4' - 0"
STUDENT ROOM 414
7 5 7 . 3 2 1 . 9 6 0 0
CONSULTANT
" 7 1/2 12' -
B1
R
BATH 432A
UP
STUDENT ROOM 412
V .
O
A103 A404
STUDENT ROOM 410
H2-1 LBX
S3-30 XBRX
12' - 0"
DS
STUDENT ROOM 408
N G
STUDENT ROOM 436
BATH 434A
R
0" 28' -
STUDENT ROOM 404
27' - 4"
A103 A404
I
" 6' - 0
B3
27' - 4"
D3
OH STUDENT ROOM 402
2' - 0"
" 5' - 7
I
D4
4" 13' -
G
STOR. 424A
VESTIBULE 424
FD
I
A103 A404
B4
8" 16' -
R
S3-30 XX
4' - 0"
R
5' - 4"
7' - 4"
10' - 4"
Q
R
N
3/8" 2' - 1
H
" 5' - 4
4' - 0"
10' - 8"
N
SUPPORT E435
H
BATH 402AFD
4' - 0"
13' - 4"
M88-30
Q
97' - 10 1/2"
A
Q
STAIR E429
LOBBY E427 J
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 S
BATH 421A
AR C H I T E C T U RE P
" 9' - 8
Q
32' - 8"
STUDENT ROOM 437
E3
M8-30
BATH FD 419A
CORRIDOR M E405
DS
60' - 0"
DS
A1
S3-30 XBRX
12' - 0"
E
B1
SEE NOTE 1 THIS SHEET
S3-30 XBRX
S3-30 XBRX
D1 A602
G1 A601
12' - 2 1/8"
B1
DS
11' - 10"
S3-30 XBRX
1. ROOM EQUIPED WITH COMMUNICATIONS FOR HEARING IMPARIED
6' - 4"
DS
STUDENT ROOM 417
12' - 2"
S3-30 XBRX
S3-30 XBRX
E3
STUDENT ROOM 415
NOTES:
B1
DN
STUDY 401 13' - 4"
D1
STUDENT ROOM 419 STUDENT ROOM 407
4' - 9" 2' - 0"
A1
B1
STAIR E403
27' - 4"
6' - 6"
A1
LADDER UP TO ROOF HATCH
INSIDE FACE OF CMU
D
2' - 0" 4' - 9"
ING TH W R O N
6
FOURTH FLOOR PLAN SOUTH WING
SOUTH SO UT HW ING
C
0'
8'
16'
24'
141' - 0" 4' - 0"
B1
DN
10' - 0"
B1
DS
S3-30 XBRX
STAIR E429 STUDENT ROOM 437
S3-30 XBRX
STUDENT ROOM 439
12' - 1 3/4"
4' - 0"
STUDENT ROOM 441
12' - 0"
12' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
4' - 10 5/8"
3' - 1 3/8" 4' - 0"
8' - 0"
4' - 0"
10' - 0"
B1
B1
B1
B1
B1
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
M8-30
S3-30 XBRX
STUDENT ROOM 443
STUDENT ROOM 445
STUDENT ROOM 447
12' - 0"
11' - 10"
12' - 0"
STUDENT ROOM 449
4' - 0"
9' - 0"
4' - 0"
B1
DS
2' -
0"
Q
3' - 4"
4' - 0"
STUDENT ROOM 436
MA TC HL INE
3' - 4"
Q
4' - 0"
Q
3' - 4"
13' - 4"
R
12' - 1 3/4"
12' - 0"
12' - 0"
STUDENT ROOM 438
STUDENT ROOM 440 S3-30 XBRX
SEE NOTE 1 THIS SHEET
3' - 4"
Q
4' - 0"
10' - 8"
E4
S3-30 XBRX
8"
13' - 4"
A103 A404
D1
4' -
3' - 4"
R
BATH 442A
SEE NOTE 1 THIS SHEET
8" 6"
Q
BATH 440A
BATH 438A
BATH 436A 6' -
R
R
BATH 446A
3' - 4"
13' - 4"
3' - 4"
24' - 0"
R
BATH 444A
Q
Q
4' - 0"
3' - 4"
13' - 4"
R
BATH 450A
13' - 4" 5' - 1 3/8"
R
BATH 448A
Q
3' - 4"
6' - 10 5/8"
3' - 4"
R
BATH 452A
BATH 454A
Q
Q
BATH 456A
BATH 458A
2' 0 6' - " 5"
12' - 0"
12' - 0"
STUDENT ROOM 442
STUDENT ROOM 444
STUDENT ROOM 446
S3-30 XBRX
S3-30 XBRX
11' - 10"
12' - 2"
STUDENT ROOM 448
S3-30 XBRX
12' - 0"
STUDENT ROOM 450
S3-30 XBRX
OH 12' - 0"
STUDENT ROOM 452
STUDENT ROOM 454
S3-30 XBRX
M8-30
12' - 0"
B1
2' -
11 3/4 "
B1
4' - 0"
4' - 0"
0"
STUDENT ROOM 460 S3-30 XBRX
DS
B1
B1
B1
B1
B1
DS
B1
B1
B1
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
4' - 0"
4' - 0"
6' - 4"
6' - 0"
102' - 4" 3' -
B4
4' - 0"
DS
B4
4' - 0" 24' - 0"
4' - 0"
6' - 0"
4' - 6"
4' - 0"
INSIDE FACE OF CMU
3' - 6"
A
12' - 0"
33 /4"
SOUTH
FOURTH FLOOR PLAN NORTH WING 1/8" = 1'-0"
0'
1
2
3
4
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
NO RT H
15 '-
3' - 8 1/4" 8"
11' - 11 1/2"
S3-30 XBRX
B4
A
B4
STUDENT ROOM 458
E3
100% CONSTRUCTION DOCS.
BATH 460A
12' - 0"
STUDENT ROOM 456
DESCRIPTION
6/30/07
S3-30 XBRX
DS
10 '-
D4 A103 A404
D3 A103 A404
D5 A103 A404
MARK DATE
1' - 10"CORRIDOR E459 Q 4' - 0" 3' - 4" 5' - 10 5/8"
A1 A1
B 10' - 4"
13' - 4"
VIRGINIA TECH BLACKSBURG, VA
4' - 0"
3' - 4"
R
A1
4' -
G1 A601
BATH 455A M
54' - 11 9/16"
BATH 434A
STUDENT ROOM 434
BATH 453A
4' - 0"
Q
6' - 11 1/16"
SIM
BATH 451A
7' - 4"
9' - 2 5/8"
E5
BATH 449A
27' - 4"
Q
A103 A404
BATH 447A
C.J.
M6-30 G R
STUDENT ROOM 432
BATH 445A
4' - 0"
H
BATH 443A
14' - 8"
BATH 441A
S3-30 XBRX
R
BATH 439A
5' - 4"
B
BATH 437A
27' - 4"
BATH 432A
STUDY 461
D1 A602
SUPPORT E435
NEW RESIDENCE HALL CAREER SERVICES SITE
2' - 0"
H
F
M8-30
HK E433
G
LADDER UP TO ROOF HATCH
DN
11' - 11 3/4"
M8-30
6' - 0"
STAIR E457
STUDENT ROOM 455
12' - 0"
14' - 0"
E2
S3-30 XBRX
STUDENT ROOM 453
12' - 0"
2' - 0"
B1
S3-30 XBRX
STUDENT ROOM 451
12' - 2"
4' - 0"
60' - 0"
B1
DS
4' - 0"
27' - 4"
4' - 0"
32' - 8"
10' - 0"
10' - 4"
2' - 0"
12' - 8"
10 3/4" 3' - 1 1/4" 4' - 0"
ELEVATOR E431
FILE LOCATION:
C
KEY PLAN
NO RT HW ING
27' - 4"
PRINTED: 12/10/2008 1:14:19 PM
1/8" = 1'-0"
8'
16'
5
24'
KEY PLAN
6
FOURTH FLOOR PLAN
SHEET NUMBER:
A104
1
2
3
4
5 ING TH W SOU
6 NOTES:
ING TH W NOR
126' - 0" 93' - 4"
INSIDE FACE OF CMU
32' - 8" LA
DS
E
DS
DS
E DS
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 NOTE: SEE ROOF PLAN FOR INFORMATION THIS AREA
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
12' - 0" DS
ELEVATOR HOISTWAY EXTENSION TO 3' A.F.F.
FD
H
M8 XBX DN
CONSULTANT FD
D
LA
2'X7' PREFINSHED ALUM LOUVER - TYP.
2'-6" WIDE PERFORATED METAL CATWALK BEARING ON LIGHT GAUGE METAL TRUSSES WITH METAL GUARDRAILS
LIGHT GAUGE METAL TRUSSES @ 4'-0" O.C. SEE STRUCT DWGS - TYP.
S3 XBX
S3 XBX
H
MECHANICAL ROOM 523
PAINTED STEEL STAIR AND HANDRAIL SYSTEM
D
DN
NOTE: SEE MECHANICAL DRAWINGS FOR EQUIPMENT LAYOUT
STAIR F522
DS
DS
DS
PROVIDE WATERPROOF WALKABLE DECK SURFACE AT MECHANICAL ROOM FLOOR
LA
DS
NO RT H
INE CH L MAT
ATTIC PLAN - SOUTH WING
PRINTED: 12/10/2008 1:14:26 PM
1/8" = 1'-0"
0'
8'
16'
SOUTH
24'
KEY PLAN
C
C
SO UT HW ING NO RT HW ING
DS
DS
DS
NEW RESIDENCE HALL CAREER SERVICES SITE
NOTE: SEE ROOF PLAN FOR INFORMATION THIS AREA
PAINTED STEEL STAIR AND HANDRAIL SYSTEM FD
VIRGINIA TECH BLACKSBURG, VA
B
12' - 0"
B
DS
MARK DATE 6/30/07
I
100% CONSTRUCTION DOCS.
DN
FD
MECHANICAL ROOM 523
DESCRIPTION
S3 XBX
2'-6" WIDE PERFORATED METAL CATWALK BEARING ON LIGHT GAUGE METAL TRUSSES WITH METAL GUARDRAILS
LA
2'X7' PREFINSIHED ALUM LOUVER TYP.
LIGHT GAUGE METAL TRUSSES @ 4'-0" O.C. SEE STRUCT DWGS - TYP.
LA
MA TC HL INE
2' -
8" 15 '-
0"
DS
PROVIDE WATERPROOF WALKABLE DECK SURFACE AT MECHANICAL ROOM FLOOR
DS
DS
DS
INSIDE FACE OF CMU
142' - 0 1/4"
A
A
11 3/4 "
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
NO RT H
15 '-
PROJECT NO:
ATTIC PLAN
SOUTH
ATTIC PLAN - NORTH WING
SHEET NUMBER:
FILE LOCATION:
1/8" = 1'-0"
0'
1
2
3
4
8'
16'
KEY PLAN
24'
5
6
A105
1
2
3
4
5 NG H WI T R NO
ING TH W U O S C6
NOTES: 1. SEE ELECTRICAL DRAWINGS FOR LIGHTING PROTECTION SYSTEM REQUIREMENTS. 2. PROVIDE GUTTER EXPANSION JOINTS AT HIGH POINTS OF GUTTER BETWEEN DOWNSPOUTS.
C3
A106 A508
A106 A508
SIM
6
C5 D5
A6
A106 A303
A102 A303
A106 A508
SIM
DOWNSPOUT (DS) - TYPICAL
GUTTER
SCUPPER - TYPICAL
SCUPPER
DS
E
DS TO SPLASH BLOCK
SLOPE SLOPE 3' - 0"
SLOPE
DS
A1 A106 A508
C4
ROOF HATCH
3' - 0"
12:12 SLOPE
A6
A6
A106 A508
A106 A509
SIM
DS
A
N
N
I
N G
12:12 SLOPE
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
VTR
1/4:12 SLOPE MIN.
CONTINUOUS 2'x2' ROOF PROTECTION WALK PADS BELOW DRIP LINE FROM HIGH SLOPED ROOF
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
EXHAUST FAN, SEE MECHANICAL DWGS
SIM
AR C H I T E C T U RE P
PROVIDE SNOW GUARDS IN HATCHED AREAS - TYP
SIM
A106 A508
E
GUTTER
SLOPE 3:12 SLOPE
DS TO SPLASH BLOCK DS TO SPLASH BLOCK
E2 A106 A508
E3 A106 A508
12:12 SLOPE
SIM
VTR THROUGH SLATE
12:12 SLOPE
TYP
CONSULTANT
12:12 SLOPE 12:12 SLOPE
D
D
BEJ
12:12 SLOPE
E2
E3
A106 A508
A106 A508
TYP
12:12 SLOPE
TYP 12:12 SLOPE
2:12 SLOPE D3 A106 A509
DS
D6
DS
DS
A106 A509
B6 A106 A509
A6
C1
A102 A302
A106 A508
COPPER GUTTER AND DOWNSPOUT
FLAT SEAM COPPER ROOF
1" BUILDING EXPANSION JOINT
PROVIDE SNOW GUARDS IN HATCHED AREAS - TYP
DS C3 A106 A508
INE CH L MAT
GUTTER
PROVIDE SNOW GUARDS IN HATCHED AREAS - TYP
NO RT H
GUTTER
ROOF PLAN - SOUTH WING
SOUTH 0'
SO UT HW ING
C
8'
16'
24'
KEY PLAN
C
NO RT HW ING C6 A106 A508
C5 A106 A508
WALL BELOW DS
DS
SCUPPER
SLOPE
C4
D5
A106 A508
A106 A303
DS
SCUPPER
SLOPE
SLOPE
SCUPPER
SLOPE
SLOPE A1 A106 A508
DORMER
3' - 0"
PRINTED: 12/10/2008 1:14:31 PM
1/8" = 1'-0"
ROOF HATCH CRICKET TAPERED RIGID INSULATION SLOPE TO SCUPPER @1/4" PER FOOT, MIN.
VTR 3' - 0"
3:12 SLOPE
NEW RESIDENCE HALL CAREER SERVICES SITE
A6 A106 A508
1/4:12 SLOPE D5
A5
A106 A509
A102 A304
DORMER
COPPER GUTTER WITH DOWNSPOUT TO ROOF BELOW
VIRGINIA TECH BLACKSBURG, VA
B
B 3:12 SLOPE
CONTINUOUS 2'x2' ROOF PROTECTION WALK PADS BELOW DRIP LINE FROM HIGH SLOPED ROOF
A4 A106 A509
12:12 SLOPE
12:12 SLOPE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
PROVIDE SNOW GUARDS IN HATCHED AREAS - TYP
VTR THROUGH SLATE
12:12 SLOPE
MARK DATE
12:12 SLOPE
12:12 SLOPE
MA TC HL INE
12:12 SLOPE
2:12 SLOPE
DS DS GUTTER
DS
GUTTER
TYPICAL HIGH SLOPE ROOF SYNTHETIC SLATE SHINGLE ROOF OVER SELFADHERING BITUMEN MEMBRANE, ON NAILABLE ROOF DECK SYSTEM ON LIGHT GUAGE METAL TRUSSES
A
DS
B6
COPPER GUTTER & DOWNSPOUTS
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
GUTTER
A106 A509
OH
FLAT SEAM COPPER ROOF
A
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
NO RT H
SHEET TITLE:
ROOF PLAN
SOUTH
ROOF PLAN - NORTH WING
SHEET NUMBER:
FILE LOCATION:
1/8" = 1'-0"
0'
1
2
3
4
8'
16'
KEY PLAN
24'
5
6
A106
1
2
3
4
5
6 REFLECTED CEILING PLAN LEGEND
ING TH W U O S
E
ING TH W R O N
8'-0"
GYPSUM WALL BOARD CEILING AND/OR SOFFIT PAINTED. SEE PLANS AND FINISH SCHEDULE FOR CEILING HEIGHTS AND EXTENTS.
2X4 FLUORESCENT FIXTURE
PLASTER CEILING- SEE NOTE 1 ON PRECAST PLANKS
2X2 FLUORESCENT FIXTURE
SUSPENDED ACOUTICAL TILE CEILING
RECESSED FLUORESCENT LIGHT FIXTURE
SUPPLY MECH. DIFFUSER
1X4 PARABOLIC
10'-0"
D5
WALL MOUNTED LIGHT FIXTURE
A107 A503
8'-0"
1X4 FLUORESCENT FIXTURE
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
RETURN MECH. REGISTER
DOWN LIGHT
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
8'-0" EXIT LIGHT FIXTURE
4' - 1 1/8"
SPRINKLER HEADS
C4
9'-8"
D
1. JOINTS IN PRECAST PLANKS SHALL BE FILLED WITH CEMENTITIOUS LEVELING COMPOUND IN MULTIPLE APPLICATIONS AS REQUIRED TO PROVIDE A SMOOTH LEVEL CEILING SURFACE FOR APPLICATION OF CEILING FINISH.
A107 A503
1' - 0 1/8"
8'-0"
CONSULTANT
D
3' - 4 3/8"
4' - 0"
8'-0"
NO RT H
INE CH L MAT
SOUTH
BASEMENT REFLECTED CEILING PLAN PRINTED: 12/10/2008 1:14:33 PM
1/8" = 1'-0"
0'
8'
16'
KEY PLAN
24'
C
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
BASEMENT REFLECTED CEILING PLAN
FILE LOCATION:
SHEET NUMBER:
A107 1
2
3
4
5
6
1
2
3
4
5 ING TH W R O N
ING TH W U O S
E
9'-4"
6 REFLECTED CEILING PLAN LEGEND
9'-4"
1X4 FLUORESCENT FIXTURE
GYPSUM WALL BOARD CEILING AND/OR SOFFIT PAINTED. SEE PLANS AND FINISH SCHEDULE FOR CEILING HEIGHTS AND EXTENTS.
2X4 FLUORESCENT FIXTURE
PLASTER CEILING- SEE NOTE 1 ON PRECAST PLANKS
2X2 FLUORESCENT FIXTURE
SUSPENDED ACOUTICAL TILE CEILING
RECESSED FLUORESCENT LIGHT FIXTURE
1X4 PARABOLIC
WALL MOUNTED LIGHT FIXTURE
E
AR C H I T E C T U RE
SUPPLY MECH. DIFFUSER
P
RETURN MECH. REGISTER
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
DOWN LIGHT
L
A
N
N
I
N G
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
9'-4" EXIT LIGHT FIXTURE
D4 9'-4"
A108 A503
SPRINKLER HEADS SIM EQ
1. JOINTS IN PRECAST PLANKS SHALL BE FILLED WITH CEMENTITIOUS LEVELING COMPOUND IN MULTIPLE APPLICATIONS AS REQUIRED TO PROVIDE A SMOOTH LEVEL CEILING SURFACE FOR APPLICATION OF CEILING FINISH.
10'-0"
CONSULTANT
D4 A108 A503
9'-4"
EQ
D
D
9'-4"
9'-4" 9'-4"
E4 A108 A503
9'-4"
NO RT H
INE CH L MAT
SOUTH
FIRST FLOOR REFLECTED CEILING PLAN PRINTED: 12/10/2008 1:14:39 PM
1/8" = 1'-0"
0'
8'
16'
24'
KEY PLAN
C
C
SO UT HW ING NO RT HW ING
9'-4"
8'-0"
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B
9'-4"
MARK DATE
DESCRIPTION
MA TC HL INE
6/30/07
A
A NO RT H
9'-4"
SOUTH
FIRST FLOOR REFLECTED CEILING PLAN FILE LOCATION:
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
FIRST FLOOR REFLECTED CEILING PLAN SHEET NUMBER:
KEY PLAN
1/8" = 1'-0"
0'
1
100% CONSTRUCTION DOCS.
2
3
4
8'
16'
A108
24'
5
6
1
2
3
4
5
ING TH W U O S
NG H WI T R NO
6
REFLECTED CEILING PLAN LEGEND
E
1X4 FLUORESCENT FIXTURE
GYPSUM WALL BOARD CEILING AND/OR SOFFIT PAINTED. SEE PLANS AND FINISH SCHEDULE FOR CEILING HEIGHTS AND EXTENTS.
2X4 FLUORESCENT FIXTURE
PLASTER CEILING- SEE NOTE 1 ON PRECAST PLANKS
2X2 FLUORESCENT FIXTURE
SUSPENDED ACOUTICAL TILE CEILING
RECESSED FLUORESCENT LIGHT FIXTURE
SUPPLY MECH. DIFFUSER
1X4 PARABOLIC
E
P
D5 A109 A503
EQ
TYP
EQ
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
RETURN MECH. REGISTER
WALL MOUNTED LIGHT FIXTURE
AR C H I T E C T U RE
DOWN LIGHT
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
C5
9'-4"
EXIT LIGHT FIXTURE
A109 A503
8'-0"
8'-0" SPRINKLER HEADS 8'-0"
8'-0"
1. JOINTS IN PRECAST PLANKS SHALL BE FILLED WITH CEMENTITIOUS LEVELING COMPOUND IN MULTIPLE APPLICATIONS AS REQUIRED TO PROVIDE A SMOOTH LEVEL CEILING SURFACE FOR APPLICATION OF CEILING FINISH.
D
CONSULTANT
D
B5 A109 A503
D5
9'-4"
A109 A503
C5
TYP
A109 A109
NO RT H
8'-0"
SEE C5/A109 FOR THIRD FLOOR REFLECTED CEILING PLAN THIS AREA
SOUTH NE CHLI MAT
9'-4"
C5 REFLECTED CEILING PLAN
SECOND AND THIRD FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" PRINTED: 12/10/2008 1:14:51 PM
KEY PLAN
8'-0"
0'
8'
16'
A109 A109
24'
1/8" = 1'-0"
0'
8'
16'
24'
C
C SO UT HW ING NO RT HW ING
NEW RESIDENCE HALL CAREER SERVICES SITE
D5 A503 A109
TYP
9'-4" EQ
VIRGINIA TECH BLACKSBURG, VA
EQ
B
B MARK DATE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
8'-0"
8'-0"
D5
9'-4"
A503 A109
MA TC HL INE
TYP
A NO RT H
A
SOUTH
SECOND AND THIRD FLOOR REFLECTED CEILING PLAN FILE LOCATION:
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
SECOND AND THIRD FLOOR REFLECTED CEILING PLAN SHEET NUMBER:
0'
2
208-16714
KEY PLAN
1/8" = 1'-0"
1
PROJECT NO:
3
4
8'
16'
5
A109
24'
6
1
2
3
4
5
ING TH W U O S
E
ING TH W R O N
6
REFLECTED CEILING PLAN LEGEND
9'-4"
1X4 FLUORESCENT FIXTURE
GYPSUM WALL BOARD CEILING AND/OR SOFFIT PAINTED. SEE PLANS AND FINISH SCHEDULE FOR CEILING HEIGHTS AND EXTENTS.
2X4 FLUORESCENT FIXTURE
PLASTER CEILING- SEE NOTE 1 ON PRECAST PLANKS
2X2 FLUORESCENT FIXTURE
SUSPENDED ACOUTICAL TILE CEILING
RECESSED FLUORESCENT LIGHT FIXTURE
SUPPLY MECH. DIFFUSER
1X4 PARABOLIC
E
P
EQ
A110 A503
EQ
WALL MOUNTED LIGHT FIXTURE
TYP C5
9'-4"
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
RETURN MECH. REGISTER
D5 8'-0"
AR C H I T E C T U RE
DOWN LIGHT
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
EXIT LIGHT FIXTURE
A110 A503
8'-0"
8'-0" SPRINKLER HEADS 8'-0"
8'-0"
1. JOINTS IN PRECAST PLANKS SHALL BE FILLED WITH CEMENTITIOUS LEVELING COMPOUND IN MULTIPLE APPLICATIONS AS REQUIRED TO PROVIDE A SMOOTH LEVEL CEILING SURFACE FOR APPLICATION OF CEILING FINISH.
D
D
8'-0"
11'-11"
E5
B5
A110 A503
A110 A503
CONSULTANT
TYP
11'-11"
8'-0"
NO RT H
NE CHLI MAT
SOUTH
FOURTH FLOOR REFLECTED CEILING PLAN PRINTED: 12/10/2008 1:15:08 PM
1/8" = 1'-0"
0'
C
8'
16'
24'
KEY PLAN
C
SO UT HW ING NO RT HW ING
9'-4"
NEW RESIDENCE HALL CAREER SERVICES SITE
D5 A110 A503
8'-0"
TYP
B
9'-4" EQ
VIRGINIA TECH BLACKSBURG, VA
B
EQ
MARK DATE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
8'-0"
8'-0"
E5 A110 A503
11'-11"
MA TC HL INE
TYP
A
A
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
NO RT H
SHEET TITLE:
FOURTH FLOOR REFLECTED CEILING PLAN
SOUTH
FOURTH FLOOR REFLECTED CEILING PLAN
SHEET NUMBER:
FILE LOCATION:
1/8" = 1'-0"
0'
1
2
3
4
8'
16'
24'
5
KEY PLAN
6
A110
1
2
3
4
5
6 36' - 3 1/4" 2' - 3"
15' - 10 5/8"
7"
A201 A602
50' - 4"
DS
DS
DS
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL FOURTH FLOOR 33' - 0"
A
N
N
I
N G
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
FOURTH FLOOR 33' - 0" ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
PREFINISHED ALUMINUM SINGLEHUNG WINDOW WITH INSULATED LOWE GLAZING TYPICAL
% GLASS TO TOTAL WALL AREA = 17.2%
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL THIRD FLOOR 22' - 8"
THIRD FLOOR 22' - 8" ARCH. PRECAST CONCRETE PANEL
ARCHITECTURAL PRECAST CONCRETE PANELS - TYPICAL
ARCHITECTURAL PRECAST CONCRETE TRIM
D
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
ATTIC 43' - 2"
DS
AR C H I T E C T U RE P
8' - 4"
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL ATTIC 43' - 2"
PREFINISHED ALUMINUM LOUVER ARCHITECTURAL PRECAST CONCRETE TRIM
2' - 0"
TOP OF CONCRETE COPING 50' - 4"
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
E
LINE OF ROOF BEYOND TYP.
7"
A3
5'
TOP OF PARAPET
7"
E
5'
7"
5'
ROOF LINE BEYOND
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
7"
5'
7"
2' - 3"
5'
5'
15' - 10 5/8"
9' - 4"
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
7' - 0"
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
TOP OF PARAPET 16' - 4"
PAINTED STEEL GUARDRAIL - SEE LANDSCAPE DWGS
SECOND FLOOR 12' - 4"
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
CONSULTANT
SECOND FLOOR 12' - 4"
D
PREFINISHED INSULATED METAL PANELS TYPICAL FIRST FLOOR 0"
FIRST FLOOR 0"
PAINTED STEEL HANDRAIL
82.83
82.83 ARCHITECTURAL PRECAST CONCRETE
77.05
ARCHITECTURAL PRECAST CONCRETE ARCH
EXTENTS OF LOCAL STONE VENEER
ARCHITECTURAL PRECAST FRAMED OPENING AND WINDOW SEAT
PREFINISHED ALUMINUM LOUVER
BASEMENT -11' - 0"
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
C1 ELEVATION SOUTHEAST
PRINTED: 12/10/2008 1:15:19 PM
A102 A201
C1 ELEVATION KEY
C5 ELEVATION EAST
1/8" = 1'-0"
0'
8'
16'
A102 A201
24'
1/8" = 1'-0"
0'
C5 8'
16'
24'
C
C
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM B5 A201 A509
ELEVATION AT BACK OF GABLE -TYP. ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
TOP OF PARAPET 50' - 4"
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ROOF LINE BEYOND ATTIC 43' - 2" COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ATTIC 43' - 2"
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
VIRGINIA TECH BLACKSBURG, VA
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
B
ARCHITECTURAL PRECAST CONCRETE PANELS - TYPICAL
FOURTH FLOOR 33' - 0" ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
B
FOURTH FLOOR 33' - 0"
FOURTH FLOOR 33' - 0"
MARK DATE
DOWNSPOUTS STRAPS @ 10'-4" O.C. - TYPICAL
THIRD FLOOR 22' - 8" OFFSET DOWNSPOUT AT WATERTABLE TYPICAL
TERMINATE ARCHITECTURAL PRECAST CONCRETE WATERTABLE
ARCHITECTURAL PRECAST CONCRETE TRIM
SECOND FLOOR 12' - 4"
1' - 6"
ARCHITECTURAL PRECAST CONCRETE TRIM
LIGHT FIXTURE ON ARCH. PRECAST CONCRETE PANEL
FIRST FLOOR 0" 82.83 EXTENTS OF LOCAL STONE VENEER
PANEL JOINT, CENTERED OVER WINDOW OPENING - TYPICAL
83.07 FIRST FLOOR 0"
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
83.07 NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
5' - 0"
AUTOMATIC DOOR BUTTON FIRST FLOOR 0"
SECOND FLOOR 12' - 4"
3' - 0"
SECOND FLOOR 12' - 4"
A
PREFINISHED INSULATED METAL PANEL - TYPICAL
A6
ELEVATION KEY
A5 ELEVATION NORTH GABLE
1/8" = 1'-0"
0'
1
2
3
8'
16'
24'
4
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
EXTERIOR ELEVATIONS
A5
A1 ELEVATION EAST
PROJECT NO:
SHEET TITLE:
A1
FILE LOCATION:
100% CONSTRUCTION DOCS.
THIRD FLOOR 22' - 8"
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
A102 A201
DESCRIPTION
6/30/07
% GLASS TO TOTAL WALL AREA = 16.8%
THIRD FLOOR 22' - 8"
A
NEW RESIDENCE HALL CAREER SERVICES SITE
A102 A201
1/8" = 1'-0"
0'
8'
5
16'
SHEET NUMBER:
A6 ELEVATION SOUTH ENTRY 24'
A102 A201
1/8" = 1'-0"
0'
6
8'
16'
24'
A201
1
2
3
4
5
6
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
E
E ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
TOP OF PARAPET 46' - 4"
COPPER CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ATTIC 43' - 2"
AR C H I T E C T U RE P
PREFINISHED ALUMINUM LOUVER
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
DS
DS
DS
FOURTH FLOOR 33' - 0"
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
% GLASS TO TOTAL WALL AREA = 13.2%
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
ARCHITECTURAL PRECAST CONCRETE ARCH SECOND FLOOR 12' - 4"
D
1' - 6" 3' - 0"
D
CONSULTANT
ARCHITECTURAL PRECAST CONCRETE TRIM
5' - 0"
LIGHT FIXTURE ON ARCH. PRECAST CONCRETE PANEL
FIRST FLOOR 0"
FIRST FLOOR 0"
82.98
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
EXTENTS OF LOCAL STONE VENEER
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
C1 ELEVATION WEST A102 A202
C5 ENLARGED ELEVATION
1/8" = 1'-0"
0'
8'
16'
A202 A202
24'
1/4" = 1'-0"
0'
4'
8'
12'
C1
A5
C
C A6
ELEVATION KEY
36' - 3 1/4" 2' - 3"
15' - 10 5/8"
7"
7"
7"
7' - 0"
5' LINE OF ROOF BEYOND TYP.
9' - 4"
A4
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
7"
5'
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
5'
5'
7"
2' - 3"
7"
5'
15' - 10 5/8"
5'
PRINTED: 12/10/2008 1:15:27 PM
A1
PREFINISHED ALUMINUM LOUVER 2' - 0"
A202 A602
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
8' - 4"
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
TOP OF PARAPET
ATTIC 43' - 2"
DS
ATTIC 43' - 2"
DS COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND TYPICAL
% GLASS TO TOTAL WALL AREA = 16.3 %
B
NEW RESIDENCE HALL CAREER SERVICES SITE
46' - 4"
FOURTH FLOOR 33' - 0"
FOURTH FLOOR 33' - 0" PREFINISHED ALUMINUM SINGLEHUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
THIRD FLOOR 22' - 8"
VIRGINIA TECH BLACKSBURG, VA
B MARK DATE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
THIRD FLOOR 22' - 8" C5 A202 A202
SECOND FLOOR 12' - 4"
SECOND FLOOR 12' - 4"
ARCHITECTURAL PRECAST CONCRETE TRIM TERMINATE AT GABLE ENDS - TYPICAL 3' - 0"
1' - 6"
5' - 0"
LIGHT FIXTURE ON ARCH. PRECAST CONCRETE PANEL
FIRST FLOOR 0"
FIRST FLOOR 0"
80.32
A
BASEMENT -11' - 0"
PREFINISHED ALUMINUM WINDOW WITH INSULATED LOW-E GLAZING AND INSULATED METAL PANEL - TYPICAL
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
83.07
A
75.65
76.50
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
LOCAL STONE VENEER WALL WITH ARCH. PRECAST CONCRETE COPING - SEE LANDSCAPE DRAWINGS
CAST IRON BOOT -TYP. STONE CONTROL JOINT BEHIND DOWNSPOUT -TYP.
PAINTED STEEL GUARDRAIL - SEE LANDSCAPE DWGS
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
EXTERIOR ELEVATIONS
A102
PAINTED STEEL HANDRAIL
PROJECT NO:
EXTENTS OF LOCAL STONE VENEER
FILE LOCATION:
SHEET NUMBER:
A1 ELEVATION NORTHWEST A102 A202
A5 ELEVATION
1/8" = 1'-0"
0'
1
2
3
8'
4
16'
24'
A202 A101
1/8" = 1'-0"
5
0'
A6 ELEVATION 8'
16'
24'
A202
1/8" = 1'-0"
0'
8'
6
16'
24'
A202
2
3
4
5
5' -
" -7 5'
PREFINISHED ALUMINUM LOUVER 5'
7"
A2
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
7" 5' -
5' 5'
7"
7' - 8"
2' - 0"
A203 A602
15' - 10 5/8"
5'
7" 5' -
7' - 0"
E
" -7
2' - 3"
2' - 3"
LINE OF ROOF BEYOND - TYPICAL
LINE OF ROOF BEYOND TYP.
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
ARCHITECTURAL PRECAST CONCRETE TRIM COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ATTIC 43' - 2"
FOURTH FLOOR 33' - 0"
15' - 10 5/8"
2' - 3" SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
" -7
5' -
7"
7"
5' -
7"
7" 5' -
7"
E
PREFINISHED ALUMINUM LOUVER A1 A203 A602
2' - 0"
5'
15' - 10 5/8"
7' - 0"
15' - 10 5/8"
PREFINISHED ALUM LOUVER IN SYNTHETIC SLATE SHED DORMER
7' - 8"
2' - 3"
9' - 4"
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
6
36' - 3 1/4"
36' - 3 1/4"
9' - 4"
1
ATTIC 43' - 2"
FOURTH FLOOR 33' - 0"
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL THIRD FLOOR 22' - 8"
THIRD FLOOR 22' - 8" NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
D
CONSULTANT
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
SECOND FLOOR 12' - 4"
SECOND FLOOR 12' - 4"
D
ARCHITECTURAL PRECAST CONCRETE TRIM
PAINTED STEEL GUARDRAIL SEE LANDSCAPE DWGS
FIRST FLOOR 0"
FIRST FLOOR 0"
PAINTED STEEL HANDRAIL SEE LANDSCAPE DWGS
PAINTED STEEL GUARDRAIL SEE LANDSCAPE DWGS 77.06
82.98
82.83
EXTENTS OF LOCAL STONE
PREFINISHED ALUMINUM LOUVER
BASEMENT -11' - 0"
C1 ELEVATION SOUTHWEST
PRINTED: 12/10/2008 1:15:34 PM
A102 A203
C4 ELEVATION NORTH
1/8" = 1'-0"
0'
16'
32'
A102 A203
48'
1/8" = 1'-0"
0'
16'
32'
C
48'
C4
C
C1
ELEVATION KEY
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
EXTERIOR ELEVATIONS
FILE LOCATION:
SHEET NUMBER:
A203 1
2
3
4
5
6
1
2
3
4
5
6
TYPICAL HIGH SLOPE ROOF: SYNTHETIC SLATE SHINGLES ON SELF-ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM ON LIGHT GAUGE METAL TRUSSES
E
E
LOW SLOPE ROOF: EPDM FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
PREFABRICATED, CORROGATED METAL CATWALK WITH RAILINGS R-30 LOOSE FILL INSULATION
P
ATTIC 43' - 2"
STUDENT ROOM 412
SEE TYPICAL WALL SECTION SHEET A302
FOURTH FLOOR 33' - 0"
STUDENT ROOM 312
STUDENT ROOM 212
CORRIDOR B106
CORRIDOR B105
THIRD FLOOR 22' - 8"
THIRD FLOOR 22' - 8"
SECOND FLOOR 12' - 4"
SECOND FLOOR 12' - 4"
WORK STATION 107
OFFICE 111
FIRST FLOOR 0"
TEST KITCHEN 013
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
BASEMENT -11' - 0"
SEE TYPICAL SECTION A3/A301 FOR NOTES
C1 BUILDING SECTION TYPICAL PRINTED: 12/10/2008 1:15:39 PM
7 5 7 . 3 2 1 . 9 6 0 0
GRADE VARIES SEE CIVIL DWGS
CONCRETE SLAB ON GRADE
DRILLED PIER CAISSON FOUNDATION SYSTEM - SEE STRUCT DWGS
1/8" = 1'-0"
V .
SEE CIVIL DWGS FOR UNDERGROUND UTILITY INFORMATION
BASEMENT -11' - 0"
A102 A301
N G
D
GRADE VARIES SEE CIVIL DWGS
CORRIDOR A005
I
CONSULTANT
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING SLAB - SEE STRUCT DWGS
FIRST FLOOR 0"
STUDENT STORAGE 014
N
STUDENT ROOM 213
CORRIDOR C205
FILE & STORE 108
N
LOCAL STONE VENEER, AIR SPACE, R-10 RIGID INSULATION OVER BITUMINOUS DAMPROOFING ON CMU BACKUP
D OFFICE 126
A
FOURTH FLOOR 33' - 0"
STUDENT ROOM 313
CORRIDOR D305
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
ATTIC 43' - 2"
STUDENT ROOM 413
CORRIDOR E405
AR C H I T E C T U RE
C3 BUILDING SECTION LONG 0'
8'
16'
A102 A301
24'
1/8" = 1'-0"
0'
8'
16'
24'
C
C
INSULATED ROOF DECK SYSTEM ON STEEL FRAMING AT MECHANICAL ROOM
LIGHT GAUGE MTL TRUSSES @ 4'-0" O.C.
PAINTED STEEL HANDRAIL
NEW RESIDENCE HALL CAREER SERVICES SITE
STEEL GRATE STEPS UPTO CATWALK MECHANICAL ROOM
VIRGINIA TECH BLACKSBURG, VA
ATTIC 43' - 2"
B
B MARK DATE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
FOURTH FLOOR 33' - 0" 10" PRECAST CONC. PLANKS W/2" TOPPING SLAB-TYP -SEE STRUCT DWGS THIRD FLOOR 22' - 8" CEILING AS SCHEDULED
SECOND FLOOR 12' - 4"
FIRST FLOOR 0"
A
A
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
BUILDING SECTIONS BASEMENT -11' - 0"
FILE LOCATION:
SHEET NUMBER:
A3 BUILDING SECTION LONG A102 A301
1
2
1/8" = 1'-0"
3
0'
4
5
8'
6
16'
24'
A301
SIM
4 5 6
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
B3
A302 A506
A4
A302 A506
C4
A302 A505
A102 A302
3/4" = 1'-0"
0'
1'-4"
CONTINUOUS WATERSTOP
PERIMETER SLAB INSULATION
2'-8"
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL - SLOPE TO FLOOR DRAIN IN MECH. ROOM
METAL FLASHING
CONT. REGLET
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CIP
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
INSULATED METAL PANEL - INTEGRAL W/ WINDOW FRAME
MEETING RAIL
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CEILING AS SCHEDULED
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
3" PRECAST ARCHITECTURAL CONCRETE PANEL W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PRECAST CONCRETE LINTEL - SEE STRUCT DWGS
CONT SEALANT- TYP.
GWB ON 1 1/2" METAL CHANNELS @ 2' 0" O.C. SECURED TO LIGHT GUAGE TRUSSES
4'
D3
D3
A302 A505
E3
A302 A505
A302 A505
A4
3/4" = 1'-0"
B6 WALL SECTION A408 A302
E3 A302 A505
A302 A505
A1
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
SIM
A302 A505
D3
A302 A505
E3
SIM
A302 A511
WATERPROOF MEMBRANE W/ PROTECTION BOARD AND DRAINAGE LAYER TYP; SEE ENLARGED DETAIL ON D5/A303
FIRST FLOOR 0"
ARCHITECTURAL PRECAST CONRETE HEADER
ARCHITECTURAL PRECAST CONCRETE WATERTABLE
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE TRIM
COPPER GUTTER W/ DOWNSPOUTS
A106 A509
D6
SYNTHETIC SLATE SHINGLES ON SELF ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM
0'
1'-4"
2'-8"
WATERPROOF MEMBRANE,DRAINAGE LAYER AND PROTECTION BOARD
THROUGH WALL FLASING - SEE ENLARGED DETAIL ON D5/A303
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
INSULATED METAL PANEL- INTEGRAL W/WINDOW FRAME
MEETING RAIL
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CEILING AS SCHEDULED
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
4'
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 8" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CONT. SEALANT - TYP.
GWB ON 1 1/2" MTL CHANNELS @ 2' 0" O.C. SECURED TO LIGHT GUAGE METAL TRUSSES
FRTW 2 X 8 PLATE
LIGHT GAUGE METAL TRUSSES @ 4'-0" O.C. TYP. - SEE STRUCT DWGS
NOTE: ALL ARCHITECTURAL PRECAST PANEL JOINTS SHALL BE SEALED W/ CONTINUOUS SEALANT & BACKER ROD. ALL JOINT BETWEEN ARCH PRECAST CONCRETE PANELS AND LOCAL STONE VENEER SHALL BE SEALED W/ CONT. SEALANT OVER MORTAR SUBSTRATE - TYP.
E
MOLDED HIGH FLOW BASE DRAINAGE PANEL
C3 A302 A505
CONT. METAL CLEAT
NAILABLE ROOF DECK SYSTEM ON METAL FRAMING BEARING ON WALL AND ROOF TRUSSES
20 GUAGE FLAT SEAM COPPER FLASHING - CONTINIOUSLY SOLDER ALL SEAMS,OVER SELF ADHERING BITUMEN MEMBRANE
5
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
BASEMENT -11' - 0"
B2
A302 A505
C2
A302 A505
D2
A302 A505
C2
A302 A505
D2
A302 A505
E2
A302 A505
ARCHITECTURAL PRECAST CONCRETE LOUVER SURROUND
FIRST FLOOR 0"
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
R-30 LOOSE FILL INSULATION
LIGHT GAUGE METAL TRUSSES @ 4'-0" O.C. TYP. - SEE STRUCT. DWGS
TYPICAL EXTERIOR WALL ASSEMBLY FOR FLOORS 2 THROUGH 4: 6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
SYNTHETIC SLATE SHINGLES ON SELF ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM
A106 A508
C1
TOP OF WALL
50' - 4 1/4"
PRINTED: 12/10/2008 1:15:44 PM
4
A6 WALL SECTION
FILE LOCATION:
5' - 8" 3' - 0" 5' - 8" 3' - 0" 5' - 8" 3' - 0"
3 9' - 4"
3
7' - 4"
5' - 8" 3' - 0" 5' - 8"
2 3' - 0"
1 5' - 8"
A 3' - 0"
B 2
9' - 4"
1 6
E
D
C
A
AR C H I T E C T U RE
P L A N
V . 7 5 7 . 3 2 1 . 9 6 0 0
F . 7 5 7 . 3 2 1 . 9 6 0 1
E . H E
MARK DATE 6/30/07
N
W
PROJECT NO: 208-16714
DRAWN BY: PRP
CHECKED BY: Checker
SHEET NUMBER:
A302
I
V
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
. C O M
CONSULTANT
D
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B DESCRIPTION 100% CONSTRUCTION DOCS.
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET TITLE:
WALL SECTIONS
5 6
D3 A302 A505
SIM
A302 A505
E3
A302 A505
A102 A303
3/4" = 1'-0"
A6 WALL SECTION
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
SIM
A302 A505
D3
A302 A505
E3
A302 A505
D3
0'
1'-4"
2'-8"
CONTINUOUS WATERSTOP
4'
LAP THROUGH WALL FLASHING 2" OVER WATERPROOF MEMBRANE - TYP
SEE ENLARGED DETAIL ON D5/A303 PERIMETER SLAB INSULATION - TYP
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
BASE AS SCHEDULED - TYP
THROUGH WALL FLASHING
CONT. REGLET
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
METAL FLASHING
CONT. REGLET
INSULATED METAL PANEL
MEETING RAIL
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
FIXED TRANSOM WITH INSULATED GLAZING
CEILING AS SCHEDULED
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
FINISH EXPOSED UNDERSIDE OF PLANKS AS SCHEDULED - TYP.
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING ON 8" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PRECAST CONCRETE LINTEL - SEE STRUCT DWGS
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
TYPICAL LOW SLOPE ROOF:FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
ARCHITECTURAL PRECAST CONCRETE HEADER
C4
A303 A505
D5
A303 A505
D5
A303 A505
E5
A303
3/4" = 1'-0"
B6 WALL SECTION
A303 A505
B4
A303 A505
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
BASEMENT -11' - 0"
FIRST FLOOR 0"
D4 A303 A505
ARCHITECTURAL PRECAST CONCRETE TRIM
SECOND FLOOR 12' - 4"
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
STONE VENEER BEYOND
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE COPING
46' - 4" TOP OF WALL
0'
CONTINUOUS WATERSTOP
1'-4"
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
WATERPROOF MEMBRANE W/ PROTECTION BOARD AND DRAINAGE LAYER - TYP; SEE ENLARGED DETAIL ON D5/A303
THROUGH WALL FLASHING
CONT. REGLET
ARCHITECTURAL PRECAST SILL
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
ARCHITECTURAL PRECAST CONCRETE SILL
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
FACE OF PILASTER BEYOND
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
FINISH EXPOSED UNDERSIDE OF PLANKS AS SCHEDULED - TYP.
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
FACE OF PILASTER BEYOND
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
TYPICAL LOW SLOPE ROOF: EPDM FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
ARCH PRECAST PANEL BEYOND
PARAPET BEYOND
2'-8"
4'
B1 A303 A505
D1
C1
A303 A505
C1
A303 A505
D1
A303 A505
0'
1'-4"
2'-8"
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
4'
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CONCRETE SLAB ON STEEL DECK STAIR LANDING - TYP PAINT UNDERSIDE OF STAIR LANDINGS & STAIR STRUCTURE AS SCHEDULED TYP.
THROUGH WALL FLASHING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CONCRETE SLAB ON STEEL DECK STAIR LANDING - TYP PAINT UNDERSIDE OF STAIR LANDINGS & STAIR STRUCTURE AS SCHEDULED TYP.
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CONCRETE SLAB ON STEEL DECK STAIR LANDING - TYP PAINT UNDERSIDE OF STAIR LANDINGS & STAIR STRUCTURE AS SCHEDULED TYP.
BASE AS SCHEDULED - TYP
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
ARCHITECTURAL PRECAST CONCRETE LINTEL - SEE STRUCT DWGS
3" ARCHITECTURAL PRECAST CONCRETE PANEL, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 8" CMU W/ HORIZ. JOINT REINFORCING. ARCHITECTURAL PRECAST CONNECTIONS AS DESIGNED BY PRECAST MANUFACTURER - TYP.
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
NOTE: ALL ARCHITECTURAL PRECAST PANEL JOINTS SHALL BE SEALED W/ CONTINUOUS SEALANT & BACKER ROD. ALL JOINT BETWEEN ARCH PRECAST CONCRETE PANELS AND LOCAL STONE VENEER SHALL BE SEALED W/ CONT. SEALANT OVER MORTAR SUBSTRATE. - TYP.
3/4" = 1'-0"
D5 WALL SECTION A106 A303
C1 A303 A505
A303 A505
A303 A505
D1
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
FIRST FLOOR 0"
WATERPROOF MEMBRANE W/ PROTECTION BOARD AND DRAINAGE LAYER TYP; SEE ENLARGED DETAIL ON D5/A303
A303 A505
A1
ARCHITECTURAL PRECAST CONCRETE HEADER
ARCHITECTURAL PRECAST CONRETE WATERTABLE
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
STONE VENEER BEYOND
ATTIC 43' - 2"
TYPICAL LOW SLOPE ROOF: FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
ARCH PRECAST PANEL BEYOND
PARAPET BEYOND
5
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
1" PROTECTION BOARD - TYP
E3 A302 A505
B3
A303 A505
B1
SIM
A302 A505
D3
A302 A505
E3
A106 A508
C4
46' - 4" TOP OF WALL
1' - 2"
PRINTED: 12/10/2008 1:15:53 PM
4
BASEMENT -11' - 0"
FIRST FLOOR 0"
ARCHITECTURAL PRECAST CONRETE HEADER
ARCHITECTURAL PRECAST CONRETE WATERTABLE
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
5' - 8" 3' - 0" 5' - 8" 3' - 0" 5' - 8" 3' - 0"
3' - 0" 4' - 4" 3' - 0"
FILE LOCATION:
4 9' - 4"
3 5' - 8"
3
3' - 0"
2
4' - 4"
1 3' - 0"
A 4' - 4"
D 3' - 0"
E 2
6' - 4"
1 6
E
C
B
A
AR C H I T E C T U RE
P L A N
V . 7 5 7 . 3 2 1 . 9 6 0 0
F . 7 5 7 . 3 2 1 . 9 6 0 1
E . H E
MARK DATE 6/30/07
N
W
PROJECT NO: 208-16714
DRAWN BY: PRP
CHECKED BY: DKS
SHEET NUMBER:
A303
I
V
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
. C O M
CONSULTANT
D
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B DESCRIPTION 100% CONSTRUCTION DOCS.
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET TITLE:
WALL SECTIONS
8"
2 3 4 5
3/4" = 1'-0"
0'
1'-4"
C6 A304 A505
2'-8"
4'
GRADE BEAM - SEE STRUCTURAL DRAWINGS
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
1' - 0" A304
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
ARCHITECTURAL PRECAST CONCRETE BENCH BEYOND
ARCHITECTURAL PRECAST CONCRETE ARCH
6" LOCAL STONE, 8" CMU, 6" LOCAL STONE W/ HORIZ. JOINT REINFORCING & GROUTED SOLID
THROUGH WALL FLASHING
ARCHITECTURAL PRECAST CONCRETE COPING. - SEE DETAIL -
6 3/4" = 1'-0"
B6 WALL SECTION
2' - 1 5/8"
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
B6 A304 A505
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
MOLDED HIGH FLOW BASE DRAINAGE PANEL
D4 A303 A505
ARCHITECTURAL PRECAST CONCRETE HEADER
ARCHITECTURAL PRECAST CONCRETE WATERTABLE
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
D5
SIM A
A303 A505
D5
A303 A505
CONTINUOUS WATERSTOP
0'
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
POUROUS FILL ADJACENT TO DRAINAGE PANEL FINISH AS SCHEDULED
FINISH AS SCHEDULED
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
RECESSED WALK-OFF MAT
CEILING AS SCHEDULED
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
1'-4"
LIGHT GUAGE METAL TRUSSES @ 4'-0" O.C. TYP. - SEE STRUCT DWGS
2'-8"
FIRST FLOOR 0"
4'
BASEMENT -11' - 0"
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
5
A102 A304
B
A304 A510
E5
CEILING AS SCHEDULED
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
A6 A304 A505
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
COPPER GUTTER W/ DOWNSPOUTS
SYNTHETIC SLATE SHINGLES ON SELF ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM
4
A5 WALL SECTION
SIM
D5 A303 A505
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING - SEE STRUCT DWGS
B
FIRST FLOOR 0"
A303 A505
D4
D5 A303 A505
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
TYPICAL LOW SLOPE ROOF: EPDM FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
PRINTED: 12/10/2008 1:16:00 PM
3
SECOND FLOOR 12' - 4"
ARCHITECTURAL PRECAST CONCRETE BEYOND
THIRD FLOOR 22' - 8"
ARCHITECTURAL PRECAST CONCRETE BEYOND
FOURTH FLOOR 33' - 0"
LINE OF STONE BEYOND
ARCHITECTURAL PRECAST CONCRETE BEYOND
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE COPING
A303 A505
E5
NOTE: ALL ARCHITECTURAL PRECAST PANEL JOINTS SHALL BE SEALED W/ CONTINUOUS SEALANT & BACKER ROD. ALL JOINT BETWEEN ARCH PRECAST CONCRETE PANELS AND LOCAL STONE VENEER SHALL BE SEALED W/ CONT. SEALANT OVER MORTAR SUBSTRATE. - TYP.
9' - 4" 9' - 4" 8' - 3 5/8"
1 9' - 4"
A 9' - 4"
FILE LOCATION:
C
1' - 0 3/8"
D 8' - 4 5/8"
E 2
11 3/8"
1 6
E
A
AR C H I T E C T U RE
P L A N
V . 7 5 7 . 3 2 1 . 9 6 0 0
F . 7 5 7 . 3 2 1 . 9 6 0 1
E . H E
MARK DATE 6/30/07
N
W
PROJECT NO: 208-16714
DRAWN BY: PRP
CHECKED BY: DKS
SHEET NUMBER:
A304
I
V
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
. C O M
CONSULTANT
D
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B DESCRIPTION 100% CONSTRUCTION DOCS.
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET TITLE:
WALL SECTIONS
4 5 A404 A305
6 3/4" = 1'-0"
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
D4
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
MOLDED HIGH FLOW BASE DRAINAGE PANEL
A304 A505
B6
A303 A505
SIM
C
A303 A505
D5
A303 A505
D5
C 0'
1'-4"
2'-8"
CONTINUOUS WATERSTOP
PERIMETER SLAB INSULATION
4'
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
BASE AS SCHEDULED - TYP
CIP CONCRETE FOUNDATION WALL
POUROUS FILL ADJACENT TO DRAINAGE PANEL
CEILING AS SCHEDULED
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
RECESSED WALK OFF MAT
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING AND PREFINISHED ALUMINUM SILL FLASHING - TYP
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING AND PREFINISHED ALUMINUM SILL FLASHING - TYP
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING AND PREFINISHED ALUMINUM SILL FLASHING TYP
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
D2
B2
A302 A505
C2
A302 A505
D2
A302 A505
C2
A302 A505
3/4" = 1'-0"
D6 WALL SECTION A102 A305
E2 A302 A505
A302 A505
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
BASEMENT -11' - 0"
FIRST FLOOR 0"
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE PANEL
0'
CONTINUOUS WATERSTOP
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
1'-4"
STEP STONE TO FOLLOW GRADE SEE EXTERIOR ELEVATIONS
GRADE VARIES - SEE EXTERIOR ELEVATIONS
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
3" ARCHITECTURAL PRECAST CONCRETE PANEL W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
5/8" GWB ON 2 1/2" METAL FRAMING @ 2'-0" O.C. ATTCHED TO UNDERSIDE OF TRUSSES
R-30 LOOSE FILL INSULATION
LIGHT GUAGE METAL TRUSSES @ 4'0" O.C. TYP. - SEE STRUCT. DWGS
SYNTHETIC SLATE SHINGLES ON SELF ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM
COPPER FLASHING
2'-8"
4'
5
A6 WALL SECTION
B 4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL - SLOPE AWAY FROM BLDG
ARCHITECTURAL PRECAST CONCRETE BENCH BEYOND
ARCHITECTURAL PRECAST CONCRETE ARCH
6" LOCAL STONE, 8" CMU, 6" LOCAL STONE W/ HORIZ. JOINT REINFORCING & GROUTED SOLID
THROUGH WALL FLASHING
ARCHITECTURAL PRECAST CONCRETE COPING
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
E3 A302 A505
TYPICAL LOW SLOPE ROOF: EPDM FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON 10" PRECAST PLANKS
TYPICAL EXTERIOR GABLE WALL ASSEMBLY 6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
ARCHITECTURAL PRECAST CONCRETE
C3 A106 A508
4
BASEMENT -11' - 0"
1' - 0"
ATTIC 43' - 2"
9' - 4"
ARCHITECTURAL PRECAST CONCRETE COPING
3
FIRST FLOOR 0"
SECOND FLOOR 12' - 4"
2' - 1 5/8"
NOTE: ALL ARCHITECTURAL PRECAST PANEL JOINTS SHALL BE SEALED W/ CONTINUOUS SEALANT & BACKER ROD. ALL JOINT BETWEEN ARCH PRECAST CONCRETE PANELS AND LOCAL STONE VENEER SHALL BE SEALED W/ CONT. SEALANT OVER MORTAR SUBSTRATE. - TYP.
9' - 4"
PRINTED: 12/10/2008 1:16:07 PM
5' - 8" 3' - 0" 5' - 8"
FILE LOCATION:
3
3' - 0"
2
5' - 8"
1 2' - 0"
A 9' - 4"
D 5' - 2"
E 2
3' - 0"
1 6
E
A
AR C H I T E C T U RE
P L A N
V . 7 5 7 . 3 2 1 . 9 6 0 0
F . 7 5 7 . 3 2 1 . 9 6 0 1
E . H E
MARK DATE 6/30/07
N
W
PROJECT NO: 208-16714
DRAWN BY: PRP
CHECKED BY: DKS
SHEET NUMBER:
A305
I
V
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
. C O M
CONSULTANT
D
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B DESCRIPTION 100% CONSTRUCTION DOCS.
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET TITLE:
WALL SECTIONS
1
2
3
4
5
6
SUSPENDED GWB CEILING SYSTEM
E
E
AR C H I T E C T U RE P
PAINTED STEEL HANDRAIL/GUARD RAIL
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
A3 A401 A504
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
11 EQUAL RISERS
ATTIC 43' - 2"
C3
7 EQUAL RISERS
A401 A504
A2 A401 A504
D
FOURTH FLOOR 33' - 0"
CONSULTANT
D PAINTED STEEL STAIR WITH METAL GRATE TREADS
D5 SECTION STAIR E422 A401
1/4" = 1'-0"
0'
4'
8'
12'
CAP TOP OF ELEVATOR SHAFT WITH 10" PRECAST PLANKS. GROUT SOLID ENDS OF CORES MINIMUM OF 8" DEEP - TROWEL ENDS SMOOTH
HOIST BEAM - SEE STRUCTURAL DRAWINGS
FIRE-RATED ELEVATOR SHAFT ENCLOSURE FIRESTOP AND SEAL AROUND ALL PENETRATIONS WITH FIRE-RATED SEALANT.
SIM
CMU SOAP COARSE AT PRECAST PLANK BEARING - TYP.
6 EQ RISERS
9 EQ RISERS
9 EQ RISERS
NEW RESIDENCE HALL CAREER SERVICES SITE
A401 A504
VIRGINIA TECH BLACKSBURG, VA
SECOND FLOOR 12' - 4" E6
B
9 EQ RISERS
SECOND FLOOR 12' - 4"
SECOND FLOOR 12' - 4"
A401 A504
TYP.
MARK DATE
6 EQ RISERS
4 EQ R
7 EQ RISERS
E5 A401 A504
OH
A401 A504
9 EQ RISERS
3' - 4"
BASEMENT -11' - 0"
OH
6 EQ RISERS
4 EQ R
SIM
PAINTED STEEL PIT LADDER - SEE DTL A1/A504
D2 A401 A504
6 EQ RISERS
9 EQ RISERS
B1
FIRST FLOOR 0"
FIRST FLOOR 0"
FIRST FLOOR 0"
9 EQ RISERS
9 EQ RISERS
9 EQ RISERS
FIRST FLOOR 0"
E5 A401 A504
OH
BASEMENT -11' - 0"
BASEMENT -11' - 0"
A
A401 A504
D2
6" CMU PARTION BELOW STAIR
A401 A504
6" CMU PARTITION BELOW STAIR
-15' - 0" ELEVATOR PIT SUMP - SEE STRUCTURAL DRAWINGS
FILE LOCATION:
1/4" = 1'-0"
0'
1
4'
8'
12'
A2 SECTION STAIR WEST A102 A401
2
1/4" = 1'-0"
0'
4'
3
8'
12'
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET NUMBER:
A5 SECTION STAIR EAST
A4 SECTION A404 A401
208-16714
STAIR AND ELEVATOR SECTIONS
A4
A401 A504
SIM
PROJECT NO:
SHEET TITLE:
E1
A404 A401
100% CONSTRUCTION DOCS.
A5 A401 A504
A1 SECTION
DESCRIPTION
6/30/07
A401 A504
A
9 EQ RISERS E5
SECOND FLOOR 12' - 4"
D1
PAINT UNDERSIDE AND ALL EXPOSED SURFACES OF STEEL STAIR STRUCTURE - TYP.
4 EQ R
C1 A401 A504
THIRD FLOOR 22' - 8" 9 EQ RISERS
THIRD FLOOR 22' - 8"
9 EQ RISERS
TYP
9 EQ RISERS
A401 A504
A401 A504
FIRE-RATED STAIR ENCLOSURE - FIRESTOP AND SEAL AROUND ALL PENETRATIONS WITH FIRE-RATED SEALANT
6 EQ RISERS 6 EQ RISERS
A107 A504
C
D6
TYP.
6 EQ RISERS
9 EQ RISERS
D5
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
6 EQ RISERS
9 EQ RISERS
FIRE-RATED STAIR ENCLOSURE - FIRESTOP AND SEAL AROUND ALL PENETRATIONS WITH FIRE-RATED SEALANT
THIRD FLOOR 22' - 8"
B
FOURTH FLOOR 33' - 0"
FOURTH FLOOR 33' - 0"
B1
10' - 2"
B4 A401 A504
FOURTH FLOOR 33' - 0"
GROUT SOLID OPEN PLANK CORES TO A THICKNESS OF 8" MIN. - TROWEL SMOOTH WITH FACE OF CMU SHAFT WALL - TYP.
A401 A504
7 EQ RISERS 6 EQ RISERS
C
B4
10' - 2"
10' - 2"
CLEAR ELEVATOR OVERRUN
12' - 4"
ATTIC 43' - 2"
ATTIC 43' - 2"
ATTIC 43' - 2"
9 EQ RISERS
PRINTED: 12/10/2008 1:16:15 PM
10' - 2"
ATTIC 43' - 2"
A401
1/4" = 1'-0"
0'
4
4'
8'
12'
5
1/4" = 1'-0"
0'
4'
8'
6
12'
A401
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
PRINTED: 12/10/2008 1:16:15 PM
CONSULTANT
D
D
C
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
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A402 1
2
3
4
5
6
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
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PRINTED: 12/10/2008 1:16:15 PM
CONSULTANT
D
D
C
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NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
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SHEET NUMBER:
A403 1
2
3
4
5
6
S3 TBX
TBA-14
3' - 0" 1' - 8 7/8"
A6
TBA-12 TBA-13 S3-30 MBM
TBA-12 TBA-13 S3 XBM
TBA-13
TBA-2
TBA-2
EQ
FD
TBA-12 M6-1
TBA-2
S3 XBM
S3 MBX
M6-1
EQ
TBA-2
C
1' - 8 7/8"
5' - 1 3/8"
4'
S3-30 MBRM
TBA-12
S3 MBX
S3 XBT
2' - 0 1/4"
TBA-14
S3 XX H2-1 LBX
S3 XX
EWC - SEE PLUMBING DWGS
MEN'S A022
TBA-1
8' - 8"
4'
8'
12'
5' - 0" TBA-1
TBA-4
S6 XBX
TBA-5
S3-30 XBRX
B1 A406
I
I TBA-4
7' - 0
S6 XBX
I
1/2"
WOMEN'S A024
8' - 8"
A
TBA-5
12' -
S6 XBX
C WOMEN'S B137
TBA-1
B
C
TBA-3
TBA-1 TBA-3
DIRECTOR OFFICE 143
S3 XB TBA-6
TACKABLE WALL PANELS
TBA-1 TBA-3
S3 XBX
S3-30
5' - 6 1/8"
5' - 5 1/2"
TBA-15
S3-30 XBX
S3 XBX
H.C. ACCESSORIES EWC - SEE ELEC. DWGS
MOP SINK-SEE PLUMBING DWGS.
8' - 3 7/8" CONFERENCE ROOM 1 141
11 1/8" S
S3-30 XBX
HK 139
S3
NEW RESIDENCE HALL CAREER SERVICES SITE
TBA-17
M8
" 7 1/2
I FD
E4 A406
D
S3 BX
TBA-3
FD
3' - 7 1/4" S3-30 XBRX
TBA-5
TBA-5
3' - 4"
16' - 6"
3/8"
28' - 3 5/8"
FD
C
MEN'S B135
TBA-15 TBA-6
B1 A406
A
I
12' - 0"
M12-1
VIRGINIA TECH BLACKSBURG, VA
TACKABLE WALL PANELS
TBA-15
B
12' - 0"
S6-1 XX
MARK DATE
M12-1
5' - 8"
3' - 8"
2' - 0"
3' - 4"
15' - 8"
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
24' - 0"
B3 TYPICAL UNIT_1
A3 A102 A602
A103 A404
B4 TOILETS AT BASEMENT A101 A404
1/4" = 1'-0"
7/8" 8' - 3
0'
4'
8'
12'
1/4" = 1'-0"
CPT
S
TBA-14
S
8'
12'
A102 A404
1/4" = 1'-0"
0'
4'
8'
12'
S
M12-30
KITCHEN 007A
CLOSET A009
CT
" 4' - 8
" 4' - 6
4'
S3 MX
TBA-12
S3 MX
TBA-12
" 3 7/8 14' -
S3 XX
Q
0'
B5 TOILETS AND CONFERENCE AT FIRST FLOOR
S6-30 XBCX
S
" 1' - 4
6" 24' -
D
" 4' - 8
E1 A406
A
BATH 008A
REF.
B TBA-18
C4 A406
D FD
S3 MM
B
C
B
TBA-2 S3 MM MT
C DW
B4 A406
D
A
C
3' X 3' TOOLED CONCRETE SCORE PATTERN- CENTER GRID ON DOOR OPENING
S
S
S3 XX
A
0" 11' -
A
8' - 5 3/4" TBA-15
FD
B
2' - 5 3/4"
S6 XX TBA-6
83.17
4' - 5 1/8"
5' - 10"
TBA-11
STUDENT ROOM
0'
H
DS
" 1' - 4
11 1/2"
TBA-1 TBA-6
S
M1212-30
WALL MOUNTED LIGHT FIXTURE - SEE ELEC. DWGS.
83.07
1/4" = 1'-0"
12'
2' - 9"
3' - 0"
BATH
TBA-6
" 3' - 0
8'
2' - 9"
FD
7' - 5
" 8 1/2
AUTOMATIC DOOR OPERATOR BUTTON
83.29
83.17
4'
S3-1
FD
TBA-1
83.29
A.D.A. ACCESSIBLE ENTRANCE
0'
S3 MBX
STUDENT ROOM
S3-30 XBRX
ASSOCIATE DIRECTOR 134
A
A103 A404
1/4" = 1'-0"
XBX 1' - 6"
S6-30 XBX M8-30
VESTIBULE B126
B
12'
TBA-6
S
X
RECESSED WALK-OFF MAT
8'
8' - 8 3/4"
20' M8
A404 A405
72 .00 °
A103 A404 0'
D6 THIRD FLOOR VARIATION
TBA-13
A
S3 XX
I
FACP- SEE ELEC. DWGS.
D6
83.29
1/4" = 1'-0"
D5 BATH G
S3-1
H2-1 TBL
RECEPTION 132
S3 XT
FD
CLOSET 011B S3 MX S3 MX TX
BATH 011A
S6-30 XBCX
A
PROJECT NO:
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24' - 1 1/4" TBA-2
M12-1 TBA-6
ENLARGED PLANS
M12-1
TBA-6
TBA-11 14' - 8"
9' - 7 3/4"
5' - 10 7/8"
6' - 1 3/4"
36' - 4 3/8"
FILE LOCATION:
A1 ENLARGED PLAN: LOBBY FIRST FLOOR A102 A404
1/4" = 1'-0"
SHEET NUMBER:
A3 KITCHEN AND BATHS AT BASEMENT 0'
1
. C O M
H2-1 LBX
S3
B
V
TBA-6
S3-30
C
W
TBA-6
A404 A512
S3-30 XX
D
S
H2-1 LBX
5' - 0"
B
A1 A408
E
FCU - SEE MECH. DWGS
3' - 11 3/4"
3/8" 5' - 8
C
M8
M8-2
A
H
D
FD
5' - 5 7/8"
I
A5 A406
C
E .
CONSULTANT
TBA-11
5' - 0"
S3 XBM TBA-12
1' - 6"
5' -
" 4 3/4
B
A
H2-1 LBT
B5 A407
TBA-14
6' - 10 5/8"
M6-30
A2
B1 A408
S3 XX
S3 XX
" 3' - 2
D
G
" 6' - 0
D
S
" 8' - 8
PAINTED STEEL ELEVATOR PIT LADDER
WAINSCOTING
12'
TBA-2
S3 XBM
7 5 7 . 3 2 1 . 9 6 0 1
A
2' - 9"
5' - 1 3/8"
5' - 7 1/4"
5' - 4"
" 3' - 4
M88-30
A103 A404 8'
S3-1
H
LOBBY B127
S3 TBX
TBA-14
S3 XX
4'
1' - 6"
F .
S3 XX
XBX D1 M12-2 A401 A504
7 5 7 . 3 2 1 . 9 6 0 0
TBA-2
0'
6' - 10 5/8"
ELEVATOR B131
3' - 0"
S3 XBT
A404 A401
" 3' - 2
FIRE-RATED STOREFRONT SYSTEM
G
TBA-12
D4 BATH F
1/4" = 1'-0"
V .
TBA-6
7' - 0 3/4"
M8-2
A103 A404
A1
3/4"
V
S
S3 XBT
D3 BATH E
HOUSING DIRECTOR 133
8' - 0
M88-30
N G
12'
5' - 11"
4' - 6"
UP
H2-1 LBX
4' - 5 1/2"
10' - 3 7/8"
S3 XX
H2-1 LBX H2-1 TBL
I
KITCHEN 326A
TBA-11
FD
TBA-11
FD
TBA-14
TBA -18
S3-30 MBM
S
H2-1 XBL
TBA-13
FD
TBA-13
N
WALL CABINETS ABOVE
TBA-14
VESTIBULE B128
M8-2
14' - 6 7/8"
S
S3 XBM
M8-2
8'
17' - 4"
3' - 3"
1' - 8 7/8"
TBA-14
STAIR B129
4'
S3
S
TBA-12
TBA-11
3' - 0" TBA-11
C
DN
PRINTED: 12/10/2008 1:16:24 PM
1' - 8 7/8"
0'
8' - 11 7/8"
5' - 3"
83.29
C
3' - 0"
TBA-13 TBA-12
1/4" = 1'-0"
REF.
S3 MBX
TBA-2
TBA-13 S3-30 MBM
FD
A103 A404
12'
N
FD
3' - 0"
S3 XBM
TBA-6
TBA-2
S3 MBX
E4 W
8'
A
H2-1 TBL
TBA-2
A404 A504
4'
1' - 8"
TBA-2
M6-30
A
0'
EQ
5' - 7 1/4"
LEVEL OF EXIT DISCHARGE BARRIER GATE
EQ
M
H2-1 LBX
4' - 6"
B1 A406
1' - 6"
E5 BATH D
2' - 0"
M6-30
10' - 2 3/4"
A1
Y
1/4" = 1'-0"
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
TBA-4
TBA-15
3' - 4 7/8"
A404 A401
B
D
A103 A404
12'
A4
DS
A102 A602
8'
AR C H I T E C T U RE P
TBA-5
5' - 6 1/2"
FD
17' - 9 1/8"
A6 A102 A202
4'
TOILET 324
TBA-1
E4 BATH C 0'
1' - 6"
EWC- SEE PLUMBING DWGS.
M6-30
5' - 1"
E3 BATH B 1/4" = 1'-0"
VENDING 322
10' - 2 3/4"
EQ
E
A
A
1' - 11" CLR
10' - 2 3/4"
A103 A404
TBA-13
TBA-6
EQ
M12-1
4' - 6" 4' - 1 1/8" CLEAR
3' - 6 1/2"
TBA-6
TBA-2
83.29
S
S3-30 MBM
S3 XBM
S3 MBX
TBA-11
TBA-12
S
TBA-12
11' - 0"
DS
1' - 8 7/8"
1' - 7 1/2" 3' - 4"
5' - 6"
S
FD
5' - 3"
83.07
3' - 0" FD
M6-30
3' - 0"
S
FD
3' - 0" FD
S
5' - 6"
E
A404 A305
3' - 1 5/8" CLEAR
4' - 1 1/8" CLEAR
4' - 6"
TBA-14
S3 XBT
5' - 10 3/4" CLEAR
6' - 6 1/4"
TBA-14
5' - 3"
4' - 8"
S3 TBX
S3 XBT
6' - 2 1/2"
3' - 10"
TBA-14
6
H2-1 LBT
S3 XX
TBA-14 4' - 4 1/2"
12' - 9 3/4"
H2-1 LBXT
H2-1 LBX
4' - 6"
3' X 3' TOOLED CONCRETE SCORE PATTERN- CENTER GRID ON DOOR OPENING
H2-1 LBX
S3 XX
TBA-18
S3 XBX
H2-1 LBX H2-1 LBT
H2-1 LBX
1' - 9"
H2-1 LBXT
TBA-11
H2-1 LBXX
5 TBA-6
4 TBA-11
3 S3 XX
2 S3 XX
1
4'
2
8'
12'
A101 A404
1/4" = 1'-0"
0'
3
4'
8'
4
A404
12'
5
6
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
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W
V
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D6 Callout (2) of RECEPTION A404 A405
1/2" = 1'-0"
PRINTED: 12/10/2008 1:16:25 PM
CONSULTANT
D
D
C
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
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COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
INTERIOR DETAILS
FILE LOCATION:
SHEET NUMBER:
A405 1
2
3
4
5
6
1
2
3
4
DAMPROOFING RIGID INSULATION W/ TAPED JOINTS DRAINAGE LAYER
PRECAST COPING STONE SHAPE # 1 SLOPE FLASHING MIN. 1/8" PER FOOT CAVITY VENT TAPERED PRECAST WALL CAP STONE SLOPING MORTAR BED HOKIE STONE VENEER
E 2
THROUGH WALL FLASHING
A501
HOKIE STONE VENEER
WINDOW ANCHORS
ROPE WEEPS
SHIMS
PRECAST CONCRETE SURROUND JAMB
P.T. BLOCKING IF SHOWN
PRECAST CONCRETE SILL BELOW - SEE INDIVIDUAL DETAILS FOR SHAPES
0'
1'-4"
2'-8"
INTERIOR FINISHES AND FRAMING IF SHOWN
6 A501
FLASHING DRIP IN PRECAST
8" CMU WITH VERTICAL JAMB REINFORCEMENT
SHIMS SEALANT & BACKER ROD
SEALANT & BACKER ROD
CMU BOND BEAM
STEEL ANGLE FOR SUPPORT OF PRECAST ABOVE - SEE STRUCT
WINDOW PERIMETER SEALANT
DETAIL - HEAD
A501
1 1/2" = 1'-0"
L
A
N
N
I
N G
DAMPROOFING
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
ALUMINUM STOREFRONT
DETAIL - JAMB
7
P
RIGID INSULATION W/ TAPED JOINTS
STONE VENEER
SEALANT
AR C H I T E C T U RE
CMU WALL
DRAINAGE LAYER
P.T. BLOCKING - IF SHOWN
SEALANT
E
INTERIOR FINISHES AND FRAMING IF SHOWN
LEVEL TOP COURSE OF STONE WITH MORTAR AND SET FLASHING IN BED OF MASTIC OR SEALANT
WINDOW ANCHORS
ALUMINUM STOREFRONT
4'
WINDOW TRIM IF SHOWN WOOD BLOCKING IF SHOWN
FLASHING PAN BEYOND
RAKE BACK MORTAR JOINT 1" AND INSTALL SEALANT AROUND PERIMETER OR SURROUND
FLASHING PAN WITH END DAMS
SEALANT SHIMS
PRECAST CONCRETE SILL
HOKIE STONE VENEER
CMU BOND BEAM
ALUMINUM STOREFRONT
WINDOW FLASHING PAN
DAMPROOFING
PRECAST CONCRETE SURROUND HEADER - SEE DETAILS FOR SHAPE PRECAST CONCRETE JAMB BEYOND WINDOW PERIMETER SEALANT
3/4" = 1'-0"
RIGID INSULATION W/ TAPED JOINTS
INTERIOR FINISHES AND FRAMING IF SHOWN
6
WINDOW FLASHING PAN BEYOND (TURN EDGES UP MIN 1") WINDOW PERIMETER SEALANT
DRAINAGE LAYER
CMU WALL
MORTAR NET
E1 DETAIL
5
8 A501
1 1/2" = 1'-0"
DETAIL - SILL 1 1/2" = 1'-0"
CONCRETE MASONRY BACKUP WALL WITH DAMPROOFING HOKIE STONE VENEER 2 PIECE THROUGH WALL FLASHING
CONSULTANT
COUNTER FLASHING STEP FLASHING
D
D
SLATE SHINGLES
ROOF SYSTEM (NOT SHOWN FOR CLARITY)
D1 DETAIL A501
3/4" = 1'-0"
0'
1'-4"
2'-8"
4'
2"MIN.,3" MAX. NOMINAL CAVITY 2" TYP. VARIES
6" NOMINAL STONE
DAMPROOFING
PRINTED: 12/10/2008 1:16:30 PM
RIGID INSULATION W/ TAPED JOINTS CAVITY DRAINAGE LAYER VENEER ANCHORS @ 16" O.C. MAX. VERTICALLY AND 24" O.C. MAX. HORIZONTALLY MAX. 2.0 S.F. VENEER PER TIE THROUGH WALL FLASHING MORTAR NET BELOW INSULATION
C
1 1/2"
C
FLASHING PAN W/ HEMMED DRIP EDGE 1/2 FLASHING HEIGHT
BED FLASHING IN MASTIC OR SEALANT ROPE WEEPS - EXTEND ABOVE MORTAR NET CUT STONE OR SHELF ANGLE GROUT SOLID BELOW GRADE
C1 DETAIL A501
3/4" = 1'-0"
0'
1'-4"
2'-8"
4'
STONE ANCHOR BLOCKOUT OR SLOT COMPLETELY FILLED W/ MORTAR PRIOR TO SETTING
3/8"
NEW RESIDENCE HALL CAREER SERVICES SITE
3/8" 1/4"
3/8"
B
INSTALL SEALANT ON TOP SIDE OF FLASHING AT FRONT EDGE ONLY. LEAVE 1" SECTION OF SEALANT OUT AT 5'-0" INTERVALS TO VENT PARAPET CAP STONE SEALANT
DO NOT INSTALL SEALANT ABOVE FLASHING ON ROOF SIDE OF PARAPET PARAPET CAP FLASHING WITH COUNTERFLASHING RECEIVER, & BUTTON OR OTHER REMOVABLE FASTNER SEALANT
4" MAX.
1/4" MIN.
3/8"
VIRGINIA TECH BLACKSBURG, VA
B SHOULDER ARRISES OF STONE DO NOT ALIGN WITH FACE OF WALL
COUNTERFLASHING 1/4" MIN.
STAINLESS STEEL TERMINATION BAR & FASTENER
MARK DATE
DESCRIPTION
6/30/07
FULLY ADHERED EPDM ROOF MEMBRANE
100% CONSTRUCTION DOCS.
1"
MORTAR IS RECESSED
B1 DETAILS A501
3" = 1'-0" ANCHOR SLEEVE OF SAME MATERIAL AND GAUGE AS CAP FLASHING
STANDING SEAM (PARAPET JOINTS ONLY)
0
2"
MAX. 1 1/4" STONE SEPARATION LARGER "JUMPER STONES" TO BE RANDOMLY DISTRUBED THROUGHOUT WALL
6' MAX. HORIZONTAL JOINT LENGTH
FILE LOCATION:
SHOULDER ARRISES OF STONES ALIGN WITH FACE OF WALL 3/4" MIN. OR WIDTH OF JOINT
VERTICAL JOINTS NO GREATER THAN 3 STONES HIGH.
1:4
RECTANGULAR STONES GENERALLY LAID WITH LONG DIMENSION HORIZONTAL
MAX. RATIO OF EACH STONE HEIGHT TO LENGTH 4" MIN. STONE EDGE DIMENSION (VERTICAL AND HORIZONTAL)
RANDOM ASHLAR PATTERN
0'
1
1'-4"
2'-8"
POINT IN 3 LIFTS
INCORRECT
2
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FLASHING AND STONEWORK DETAILS
A501
A4 DETAILS A501
1:1
3
A
PROJECT NO:
SHEET NUMBER:
A3 DETAILS 4'
PARAPET CAP FLASHING
FLAT SEAM
#4 BAR SPACED PER STRUCTURAL ENGINEER
CORRECT
A501
1 1/2" = 1'-0"
MORTAR PROJECTS AND IS "FEATHER-EDGED" ONTO FACE OF STONES
FLAT - STRUCK JOINT AT FACE OF WALL
RAKE BACK SETTING MORTAR
A1 HOKIE STONE VISUAL GUIDELINES A501
SOLDERED OR WELDED JOINT AROUND PERIMETER
INCORRECT
INCORRECT USE LEVEL TO OBTAIN TRUE HORIZONTAL AND VERTICAL STRUCK JOINTS MIN. 2" OFFSET BETWEEN PARALLEL JOINTS
3/4" ,+1/2" ,-1/4" JOINT WIDTH W/ 1/2" STRIKE
A
OR
90
3"
STONE COLOR MIX. BLACK 15% CREY BUFF 85% ( PURPLE , PINK, GREY )
LINE OF FACE OF WALL (TYP.)
QUARRY DRILLHOLES ORIENTED VERTICALY FROM STONE BOTTOM
4
1:1
5
6
1
2
3
4
6"
1' - 8"
6 1/8"
A
N
N
I
N G
4"
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
1"
3 3/4"
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
8"
1 5/8"
1"
E
W
V
. C O M
7 1/4"
4"
8"
4"
1' - 0"
1' - 4"
1' - 0"
4"
4 5/8"
5 5/8"
4"
7 3/4"
1"
1"
L
3"
3 5/8"
6 1/8"
5 3/4"
4"
10"
4"
9 3/4"
1"
8 3/8"
3 3/4"
4"
8 1/8"
9 3/4"
11"
3 5/8"
10"
1' - 0"
1' - 0 1/2"
AR C H I T E C T U RE P
1" 1"
3 5/8"
3 5/8"
5 3/4"
1" 1"
1"
4 3/8"
7" 3 5/8"
1' - 0"
E
4"
9 3/4"
3 1/8"
6 5/8"
3 5/8"
3"
7 5/8"
1"
6"
3 5/8"
1" 1" 1"
6
2' - 4"
1"
E
5
7 3/4"
1"
3"
5 3/4"
9 3/4"
2"
3 3/4"
1 1/2" CONSULTANT
3 3/4"
D
4"
5 5/8" 6 1/32"
10"
1' - 0 7/8"
1' - 0"
9 31/32"
11 5/8"
6"
9 3/4" 4"
11 5/8"
10"
?
1' - 3 5/8"
1 1/2"
2"
11 5/8"
7 5/8"
5"
?
4"
6 1/32"
3 23/32"
1' - 2"
5"
1' - 3 5/8"
5"
1' - 3 5/8"
1' - 3 5/8"
5 1/2"
1' - 0 1/2"
3"
6"
8 1/2"
1' - 0"
5 1/2"
1' - 0"
8"
2 1/4" 3 3/4"
4" 1' - 0"
11"
1/2"
1' - 0"
1' - 4 1/4"
4"
6"
1' - 4 1/4"
9 3/4"
D
6 1/32"
7 23/32"
3 13/16"
6 1/32"
5 23/32"
4"
4 5/8"
3 11/32"
4"
7 1/8"
11 25/32"
1' - 3 5/8"
4 1/2"
11 23/32"
1' - 4" 11 3/8"
11 5/8"
2' - 0"
5 5/8"
8 13/16"
6"
C 2 1/8"
10"
1' - 7 5/8"
5 3/16"
1' - 1 1/8"
7 1/8"
7 5/8"
1' - 0"
1' - 1 5/8"
6"
11 1/32"
C
7 5/8"
PRINTED: 12/10/2008 1:16:31 PM
1 1/2"
3 1/2"
4"
1' - 11 5/8"
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B 1' - 11 5/8"
B
6"
6"
6"
DESCRIPTION
6/30/07
1' - 3 5/8"
1' - 3 3/4"
1' - 5 5/8"
MARK DATE
100% CONSTRUCTION DOCS.
6"
A
A
PROJECT NO:
208-16714
DRAWN BY:
Author
CHECKED BY:
Checker
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
NOT USED
SHEET NUMBER:
FILE LOCATION:
A1 ARCHITECTURAL PRECAST SHAPES A502
A502
1 1/2" = 1'-0"
1
2
3
4
5
6
1
2
3
TYPICAL DOOR & FRAME SCHEDULE FRAME
DOOR
4
5
6
DETAILS
SIZE MARK
WIDTH
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"
E
D
(2)
(2) (2)
(2) (2)
HEIGHT
MATERIAL
TYPE
MATERIAL
TYPE
FIRE RATING
7' - 6" 7' - 6" 7' - 6" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 7" 7' - 7" 7' - 7" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"
ALUM ALUM ALUM STEEL STEEL WOOD WOOD WOOD WOOD WOOD WOOD WOOD STEEL WOOD STEEL WOOD WOOD WOOD WOOD WOOD WOOD STEEL STEEL ALUM ALUM ALUM
D4 D4 D4 D1 D1 D3 D1
ALUM ALUM ALUM STEEL STEEL STEEL ALUM STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUM STEEL STEEL STEEL WOOD STEEL STEEL STEEL ALUM ALUM WOOD
F4 F5 F3 F1 F1 F1 F13 F1 F2 F1 F2 F6 F8 F9 F10 F7 F1 F2 F2 F2 F2 F12 F1 F11 F14 F15
90 MIN
D1 D1 D1 D4 D4 D4 D1
D6 D1 D4 D1 D4 D4 D1
20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 90 MIN 90 MIN -
HEAD C5/A510 C5/A510 E4/A510 C6/A510 C6/A510 C2/A510 E2/A510 C2/A510 C3/A510 C2/A510 C3/A510 E2/A510 E1/A510 E1/A510 E1/A510 C1/A510 C2/A510 C3/A510 C3/A510 C4/A510 C3/A510 E1/A510 E5/A510 C5/A510 SIM E3/A510 C1/A510
JAMB D5/A510 D6/A510 D6/A510 B5/A510 B5/A510 B2/A510 D2/A510 B2/A510 B3/A510 B2/A510 B3/A510 D2/A510 D1/A510 D1/A510 D1/A510 B1/A510 B2/A510 B3/A510 B3/A510 B4/A510 B3/A510 D1/A510 E6/A510 D4/A510 D4/A510 B1/A510
SILL B6/A510 B6/A510 B6/A510 A6/A510 A6/A510 A4/A510 * * A3/A510 A4/A510 A4/A510 * * A5/A510 * * * * A3/A510 * * A2/A510 A6/A510 A2/A510 SIM A2/A510 SIM A5/A510
HARDWARE
NOTES
4 4 6 3 1,2 9 20,30 11,19,21,22,25,33 10,11,19,21,22,24,25,33,34 7 7,8 27 29 33 29 16,20,26 13,35 13,35 14,15,16,17,20,36 18 12 31 28 5 32 23
1 1 2 VARIES
E
P
8
3,7 3,7 56
N
N
I
N G
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
2
A. ALL WOOD AND STEEL DOORS ARE TO BE 1 3/4" THICK FLUSH, UNLESS OTHERWISE INDICATED.
1. COORDINATE POWER AND DATA REQUIREMENTS OF AUTOMATIC DOOR OPENER AND CARD READER WITH ELECTRICAL DRAWINGS.
B. PROVIDE SEALANT AT PERIMETER OF BOTH SIDES OF DOOR FRAMES.
2. COORDINATE POWER AND DATA REQUIREMENTS OF CARD READER WITH ELECTRICAL DRAWINGS.
C. ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED, TYPICAL.
3. PROVIDE DOOR VIEWER AT STANDARD STUDENT ROOM DOORS AT 5'-6" AFF. PROVIDE ADDITIONAL DOOR VIEWER AT ADA STUDENT ROOMS AT 4-6" AFF.
F.
A
4
DOOR NOTES:
CONSULTANT
D
4. EXTERIOR DOOR FROM OFFICE/WORK 115 TO BE 90 MINUTE RATED.
E. ALL STEEL DOORS SHALL BE PAINTED.
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
GENERAL DOOR & FRAME NOTES
D. SILL DETAILS INDICATED " * " DENOTES "SAME FINISH THROUGH OPENING".
AR C H I T E C T U RE
5. PAIR OF WOOD BI-FOLD DOORS WITH TOP AND BOTTOM TRACK. PROVIDE PULL HARDWARE AT EACH DOOR SET.
SEE DESIGN SELECTION SUMMARY FOR SPECIES AND FINISH OF SOLID CORE WOOD DOORS.
G. SEE SPECIFICATIONS FOR DOOR / HARDWARE INDEX AND HARDWARE SET DESCRIPTION.
6. PROVIDE MARBLE THRESHOLD AT ENTRANCE TO STUDENT ROOM BATH AND ENTRANCE TO PUBLIC BATHROOMS. 7. PROVIDE DOOR BELL WITH INTEGRATED LIGHT AT ADA STUDENT ROOMS AS REQUIRED BY CODE. 8. PROVIDE 90 MIN RATED DOOR AT ELECTRICAL 010 ONLY.
Design Selection Summary CPT-1
CT-1A
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583
Style: Casco 59446 Color: Urchin 96305 Installation: Quarter Turn
PRINTED: 12/10/2008 1:16:32 PM
CPT-2
C
CT-1B
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583
CT-2
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583
B
CT-2A
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583 CT-2B
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
CT-3
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
Specifications Crossville P.O. Box 1168 Crossville, TN 38557 www.crossvilleinc.com 931.484.2110 Manufacturer’s Representative: Corey of Mosaic Tile of Virginia 757.498.4848
Specifications Crossville P.O. Box 1168 Crossville, TN 38557 www.crossvilleinc.com 931.484.2110 Manufacturer’s Representative: Corey of Mosaic Tile of Virginia 757.498.4848
Specifications Crossville P.O. Box 1168 Crossville, TN 38557 www.crossvilleinc.com 931.484.2110 Manufacturer’s Representative: Corey of Mosaic Tile of Virginia 757.498.4848
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
CT-4
A
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
Product: Glass Reflections Solids Color: Honey Bee GR16 Size: 2” x 2” Installation: Random alternating with other accent tiles below bullnose tile
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
RB-1
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
Product: Glass Reflections Solids Color: White Ice GR13 Size: 2” x 2” Installation: Random alternating with other accent tiles below bullnose tile
RB-2
Product: Wall Base Color Name: Powder Green 62 Height: 4” RB-3
PT-1
GROUT-2 Specifications Mapei 1144 East Newport Center Drive Deerfield Beach, FL 33442 www.mapei.com 800.426.2734 Manufacturer’s Representative: Patti O’Neill 804.360.5224
PT-2
PT-3
TP-1
SAPC-1
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
Product: Linorette Color: Gibraltar Gold 19470 Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
WOOD-1
Specifications Product: Hardwood ply with transparent finish Veneer Species: light bamboo vertical grain
WOOD-2
Specifications Product: Hardwood with transparent finish Species: light bamboo vertical grain
WOOD-3
Specifications Product: Hardwood ply with transparent finish Veneer Species: light maple
C
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Anthony Bonafede 877.276.7876 ex. 5766
Product: Mineral Fiber Acoustical Ceiling Tile Style Name: Mesa Tile Edge: 682 Beveled Tegular 9/16 IN GFCMU-1 Specifications E. Dillon and Company P.O. Box 160 Swords Creek, VA 24649 www.edillon.com 800.234.8970 Coordinator, Architectural Sales: Teresa Newberry 800.234.8970
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
Product: Ground Face Concrete Masonry Unit Color Name: Desert Castle Finish: Polished CORK-1
Specifications Sherwin Williams www.sherwin-willliams.com
Specifications ?
Specifications Bobrick 100 Bobrick Drive Jackson, TN 38301 www.bobrick.com 731.424.7000 Manufacturer’s Representative: Mike of Rep South 804.550.0025
Product: Sierra Series Color: Forest Green SC04
Specifications Sherwin Williams www.sherwin-willliams.com
G-1
Specifications 3-Form 2300 South 2300 West, Suite B Salt Lake City, UT 84119 www.3-form.com 801.649.2500 Manufacturer’s Representative: Boleyn Hasson 801.649.2649
Product: Mega Cirque Gauge: 3/8” Size: 3’ x 3’
Product: Harmony Paint Color: Lantern Light SW 6687 Finish: Satin
Product: Marmorette Color: Cream 19040
LIN-3
Specifications Sherwin Williams www.sherwin-willliams.com
Product: Harmony Paint Color: Captivating Cream SW 6659 Finish: Satin
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
WP-1
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
Product: Harmony Paint Color: Dover White SW 6385 Finish: Satin
Product: Grout Color: Bahama Beige 04
LIN-2
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
Product: Stair Tread/Riser/Landing Tiles Style: raised disks Color: Fresh Taupe 64
Product: Grout Color: Ivory 39
LIN-1
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
Product: Wall Base Color Name: Buttercream Color Number: 08 Height: 4”
GROUT-1 Specifications Mapei 1144 East Newport Center Drive Deerfield Beach, FL 33442 www.mapei.com 800.426.2734 Manufacturer’s Representative: Patti O’Neill 804.360.5224
Product: Glass Reflections Solids Color: Olive Oil GR08 Size: 2” x 2” Installation: Random alternating with other accent tiles below bullnose tile
Product: Alta Vista - tile Color: Desert Sand AV50 Size: 12” x 12”
FILE LOCATION:
CT-6
Product: EcoCycle - cove base Color: Wetlands EC101
? CT-1
Product: Glass Reflections Solids Color: Midnight Black GR20 Size: 2” x 2” Installation: Random alternating with other accent tiles below bullnose tile
Product: EcoCycle - bullnose Color: Wetlands EC101
Style: Portland 59387 Color: Camel 96100 Installation: Quarter Turn CPT-5
Product: Alta Vista - bullnose S-44C9 Color: Desert Sand AV50
Product: EcoCycle - tile Color: Wetlands EC101 Size: 12” x 12”
Style: Portland 60498 Color: Urchin 96305 Installation: Monolithic CPT-4
CT-5
Product: Alta Vista - cove base S-36C9T Color: Desert Sand AV50
Style: Jimi 59448 Color: Urchin 96305 Installation: Quarter Turn CPT-3
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
MARK DATE
Specifications Capri Cork 1860 Charter Lane, Suite 104 Lancaster, PA 17601 www.capricork.com 800.492.2613 Manufacturer’s Representative: Roger Miller 804.262.2064
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
VARIES
Product: Mediterra Homogeneous Cork Tiles Stain: Medium Size: 3/16” x 12” x 12” Installation: apply additional coat of water-based polyurethane after installation Fabric Covered Acoustical Tack Board Panels All Noise Control 3694 23rd Avenue, Unit 2 Lake Worth, FL 33461 www.allnoisecontrol.com 561.585.4703 Manufacturer’s Representative: Sam Sheak 561.585.4703 ex. 223
Product: Acoustic Wall Panels Fabric Color Name: Wheat 130 Edge Detail: Square Size: 4’ x 10’ Doors
A
PROJECT NO:
208-16714
DRAWN BY:
Author
CHECKED BY:
Checker
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
Maple with light stain and clear finish to match WOOD-3
DOOR AND FINISH SCHEDULES
Product: Marmorette Color: Blue Wave 19007 SHEET NUMBER:
A600 1
2
3
4
5
6
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
1
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
CONSULTANT
D
EXTERIOR LOAD BEARING WALLS - 2 HR RATED CONSTRUCTION (TYPICAL)
C 2 HR RATED SHAFT ENCLOSURE ABOVE WITH RATED FLOOR ASSEMBLY
DN
2 HR RATED STAIR ENCLOSURE
C
2 HR RATED LOAD BEARING CONSTRUCTION SUPPORTING EXTERIOR WALL ABOVE
FD
UP
STAIR A003
2 HR RATED STAIR ENCLOSURE - EGRESS TO FIRST FLOOR
LIVING AREA 007
BEDROOM 009
BEDROOM 011
3
5
PANTRY 013A TEST KITCHEN 013
4
1
2
3
CLOSET A009
FD
HK BREAK RM 019
1
BATH 008A
KITCHEN 007A
HK OFFICE 017
FD
2
BATH CLOSET 011A 011B 2
FD
2
2
D D D D D D D D D W W W W W W
PRINTED: 12/10/2008 1:16:35 PM
D
FD
W W W W W FD
W W W W W FD
LAUNDRY ROOM 027
STAIR A029
7
4
LACTATION ROOM 021
STUDY 023
VENDING 025
1
3
2
CNS A033
ELEVATOR A031
3 DW
CORRIDOR A005
B FD
MECHANICAL 002 3
FD
FD
FD
VIRGINIA TECH BLACKSBURG, VA
FD
MEN'S A022
ASSEMBLY
1
3
FD
UL MATRIX
3
16
HK STORAGE 008
FD
NEW RESIDENCE HALL CAREER SERVICES SITE
UP
OFFICE STORAGE 012
STUDENT STORAGE 014
TRAINING 018
2
2
184
ELECTRICAL 010
STOR 018A
1
1
2 HR RATED SHAFT ENCLOSURE - ELEVATOR SHAFT
WOMEN'S A024 1
FD
ELEVATOR EQUIP. 026
RATING
UL
B MARK DATE 6/30/07
FLOOR ASSEMBLIES: 1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
PRECAST CONCRETE PLANKS WITH 2" TOPPING
ELECTRICAL 028
DESCRIPTION 100% CONSTRUCTION DOCS.
EXTERIOR BEARING WALLS:
1
2
INTERIOR PARTITION ASSEMBLIES: DN
STEEL STUD NON-BEARING WALL
SHAFTWALL ASSEMBLIES CMU BEARING & NON-BEARING WALLS
CORRIDOR LOAD BEARING WALL1 HR. RATED CONSTRUCTION TO SUPPORT RATED FLOOR ASSEMBLY
FIRE SAFETY LEGEND A
A
2 HOUR
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION
BASEMENT FLOOR PLAN - LIFE SAFETY
RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER SHEET NUMBER:
FILE LOCATION:
BASEMENT FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
0'
1
2
3
4
10'-8"
5
21'-4"
FP101
32'
6
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
2 HR FIRE RATED LOAD BEARING WALL
1
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
UP
STAIR B157 5
ADMIN ASSISTANCE 178
VESTIBULE 165
DIRECTOR OFFICE 161
3
2
ASSOCIATE VP 180
2
D
OFFICE 159
ADMIN ASSISTANT 176
2
2
OFFICE 157
OFFICE/WORK 163
2
5
CONSULTANT
2
OFFICE 164
2
2
D
OFFICE 172 2
INTAKE & HEARING 153
OFFICE 162
OFFICE 170
2
2
2
2
2 HR FIRE RATED LOAD BEARING WALL
DIRECTOR OFFICE 174
OFFICE 155
OFFICE 149
3
OFFICE 147
INTAKE & HEARING 151
OFFICE 160
OFFICE 168
2
2
2
2
17 6'
2 HR FIRE RATED LOAD BEARING WALL
OFFICE 145
OFFICE/WORK 141
2
OFFICE 158
OFFICE 166
2
2
4
C
OFFICE 154
2
2
2
FD
WOMEN'S B137
OFFICE 156
2 UP
STAIR B103
ASSOC. DIRECTOR OFFICE 105
OFFICE 109
OFFICE 111
OFFICE 113
DIRECTOR OFFICE 117
2
2
2
2
2
DN 5
WORK STATION 107
OFFICE 119
OFFICE 121
OFFICE 123
2
2
2
STAIR B129
CONFERENCE 101
OFFICE 125
7
12
2
UP
15
2
ELEVATOR B131
8
COPY/BREAK RM 140
1
2
FILE & STORE 108
SERVER ROOM 110
OFFICE 112
OFFICE 114
2
2
2
2
LOBBY B127
CORRIDOR B106
RECEPTION 132
49
9
OFFICE 104
B
CONFERENCE ROOM 3 142 18
4
CORRIDOR B132
NEW RESIDENCE HALL CAREER SERVICES SITE
2
2
OFFICE 130
OFFICE 128
OFFICE 126
OFFICE 124
OFFICE 122
OFFICE 120
OFFICE 118
ASSC DIRECTOR OFFICE 116
2
2
2
2
2
2
2
2
10
2
CONFERENCE ROOM 2 144
12
1
HOUSING DIRECTOR 133
OFFICE 148
CORRIDOR B159
HK 139
8
MAX. TRAVEL DISTANCE= 200'
2
2
CORRIDOR B105
2 HR FIRE RATED LOAD BEARING WALL
VESTIBULE B128
OFFICE 150
9
DN
OFFICE/WORK 115
COPY/WORK 102
OFFICE/WORK 146
4
10
C
2
16
MEN'S B135
2 HR FIRE RATED LOAD BEARING WALL
OFFICE 152
CONFERENCE ROOM 1 141
FD
PRINTED: 12/10/2008 1:16:40 PM
2 HR FIRE RATED LOAD BEARING WALL
DIRECTOR OFFICE 143
VESTIBULE B126 SPECIALIST 136
6
RECRUITING & COUNCIL 138
VIRGINIA TECH BLACKSBURG, VA
B
2
2
MARK DATE
UL MATRIX
2 HR FIRE RATED LOAD BEARING WALL
ASSOCIATE DIRECTOR 134 CORRIDOR LOAD BEARING WALL1 HR. RATED CONSTRUCTION TO SUPPORT RATED FLOOR ASSEMBLY
DESCRIPTION
6/30/07
ASSEMBLY
RATING
100% CONSTRUCTION DOCS.
UL
2
2 HR FIRE RATED LOAD BEARING WALL
FLOOR ASSEMBLIES: PRECAST CONCRETE PLANKS WITH 2" TOPPING
2 HR FIRE RATED FLOOR SEPARATION BETWEEN LOBBY & BASEMENT, UL-J901
1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
EXTERIOR BEARING WALLS:
INTERIOR PARTITION ASSEMBLIES: STEEL STUD NON-BEARING WALL
SHAFTWALL ASSEMBLIES CMU BEARING & NON-BEARING WALLS
A
A FIRE SAFETY LEGEND 2 HOUR
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
FIRST FLOOR PLAN LIFE SAFETY
1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION
FILE LOCATION:
FIRST FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
0'
1
2
3
4
10'-8"
5
21'-4"
32'
RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER
6
SHEET NUMBER:
FP102
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
1
2 HR FIRE RATED LOAD BEARING WALL 2 HR FIRE RATED FLOOR ABOVE 2 HR RATED VESTIBULE
STAIR C257 4
CONSULTANT
D
FD
FD
D
PRINTED: 12/10/2008 1:16:48 PM
2 HR FIRE RATED LOAD BEARING WALL
C
20 0'
C 2 HR FIRE RATED LOAD BEARING WALL 2 HR FIRE RATED LOAD BEARING WALL
2 HR FIRE RATED LOAD BEARING WALL
STUDENT ROOM 239 6
STUDENT ROOM 237
STAIR C203 5
MAX. TRAVEL DISTANCE= 200'
6
FD
FD FD
FD FD
NEW RESIDENCE HALL CAREER SERVICES SITE
FD FD
FD FD
UL MATRIX
SECOND FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
2 HR FIRE RATED LOAD BEARING WALL
VIRGINIA TECH BLACKSBURG, VA
B
ASSEMBLY FD
FD FD
FD FD
FD FD
FD FD
RATING
UL
B
FD
MARK DATE
FD
FD
FLOOR ASSEMBLIES:
6/30/07
1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
PRECAST CONCRETE PLANKS WITH 2" TOPPING
LOUNGE 226
DESCRIPTION 100% CONSTRUCTION DOCS.
EXTERIOR BEARING WALLS:
26
ADA ACCESSIBLE ROOM - TYPICAL
INTERIOR PARTITION ASSEMBLIES: STEEL STUD NON-BEARING WALL
2 HR FIRE RATED LOAD BEARING WALL
SHAFTWALL ASSEMBLIES CORRIDOR LOAD BEARING WALL1 HR. RATED CONSTRUCTION TO SUPPORT RATED FLOOR ASSEMBLY
2 HR FIRE RATED LOAD BEARING WALL
SECOND FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
CMU BEARING & NON-BEARING WALLS
2 HR RATED FLOOR & ROOF ABOVE 2 HR RATED LOBBY BELOW, ULJ901
FIRE SAFETY LEGEND A
A
2 HOUR
PROJECT NO:
208-16714
DRAWN BY:
Author
CHECKED BY:
Checker
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER
SECOND AND THIRD FLOOR PLAN - LIFE SAFETY SHEET NUMBER:
FILE LOCATION:
SECOND FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
1
0'
2
3
4
16'
32'
5
FP103
48'
6
1
2
3
4
5
6
E
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AR C H I T E C T U RE P
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12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
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STAIR E457
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STUDY 461
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STUDENT ROOM 455 6
CORRIDOR E459
STUDENT ROOM 460
21
7
STUDENT ROOM 453 6
STUDENT ROOM 458
STUDENT ROOM 451
6
STUDENT ROOM 456
6
STUDENT ROOM 449
2 HR FIRE RATED LOAD BEARING WALL
6
STUDENT ROOM 454
6
STUDENT ROOM 447
6
STUDENT ROOM 452
STUDENT ROOM 445
C
6
6
STUDENT ROOM 443
6
STUDENT ROOM 448
6
2 HR FIRE RATED LOAD BEARING WALL
STUDENT ROOM 441
2 HR FIRE RATED LOAD BEARING WALL
6
STUDENT ROOM 446
6
STUDENT ROOM 439
STAIR E403 DN 5
STUDENT ROOM 407
STUDENT ROOM 409
STUDENT ROOM 411
STUDENT ROOM 413
STUDENT ROOM 415
STUDENT ROOM 417
6
6
6
6
6
6
STUDENT ROOM 421
STUDENT ROOM 423
7
6
6
STUDENT ROOM 444
STUDENT ROOM 437 STAIR E429
2 HR FIRE RATED LOAD BEARING WALL
6
6
STUDENT ROOM 419
C
STUDENT ROOM 450 20 0'
PRINTED: 12/10/2008 1:16:55 PM
6
6
MAX. TRAVEL DISTANCE= 200'
STUDENT ROOM 442
6
4
NEW RESIDENCE HALL CAREER SERVICES SITE
6 DN
STUDY 401
FD
11
FD
FD FD
FD
LOBBY E427
FD FD
ELEC. E425
B
CORRIDOR E405
1
SUPPORT E435 HK E433
27
ELEVATOR E431
16
6
STUDENT ROOM 438
2
FD
FD FD
FD FD
STUDENT ROOM 436
FD
BATH 436A
UP
STUDENT ROOM 402
2 HR FIRE RATED LOAD BEARING WALL
7
STUDENT ROOM 404 6
STUDENT ROOM 406
STUDENT ROOM 408
STUDENT ROOM 410
STUDENT ROOM 412
STUDENT ROOM 414
STUDENT ROOM 416
STUDENT ROOM 418
STUDENT ROOM 420
6
6
6
6
6
7
6
6
STAIR E422 5
26
PRECAST CONCRETE PLANKS WITH 2" TOPPING
STUDENT ROOM 434
ADA ACCESSIBLE ROOM - TYPICAL
1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
2 HR FIRE RATED LOAD BEARING WALL SHAFTWALL ASSEMBLIES
CORRIDOR LOAD BEARING WALL1 HR. RATED CONSTRUCTION TO SUPPORT RATED FLOOR ASSEMBLY
2 HR FIRE RATED LOAD BEARING WALL
6/30/07
100% CONSTRUCTION DOCS.
INTERIOR PARTITION ASSEMBLIES: STEEL STUD NON-BEARING WALL
6
UL
DESCRIPTION
EXTERIOR BEARING WALLS:
6
STUDENT ROOM 432
RATING
MARK DATE
FLOOR ASSEMBLIES:
6
LOUNGE 426
B
ASSEMBLY
6
FD FD
VIRGINIA TECH BLACKSBURG, VA
UL MATRIX
FOURTH FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
2
1
FD FD
STUDENT ROOM 440
FD
CMU BEARING & NON-BEARING WALLS
FOURTH FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
FIRE SAFETY LEGEND
A
A
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
2 HOUR
FOURTH FLOOR PLAN - LIFE SAFETY
1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER
FILE LOCATION:
FOURTH FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
0'
1
2
3
4
10'-8"
21'-4"
FP104
32'
5
SHEET NUMBER:
6
1
2
3
4
5
6
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CONSULTANT
D
D
C
C
DN
NEW RESIDENCE HALL CAREER SERVICES SITE
FD
DN FD
MECHANICAL ROOM 523
UL MATRIX
8
B
VIRGINIA TECH BLACKSBURG, VA
B
DN MARK DATE
ASSEMBLY
RATING
UL
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
FLOOR ASSEMBLIES: PRECAST CONCRETE PLANKS WITH 2" TOPPING
1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
EXTERIOR BEARING WALLS:
MECHANICAL ROOM FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
INTERIOR PARTITION ASSEMBLIES: STEEL STUD NON-BEARING WALL
SHAFTWALL ASSEMBLIES CMU BEARING & NON-BEARING WALLS
FIRE SAFETY LEGEND
A
A
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
ATTIC FLOOR PLAN LIFE SAFETY
2 HOUR 1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER
FILE LOCATION:
ATTIC FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
0'
1
2
3
4
10'-8"
21'-4"
5
32'
6
SHEET NUMBER:
FP105
1
2
3
4
5
6
NEW RESIDENCE HALL - CAREER SERVICES SITE
E
E
AR C H I T E C T U RE P
L
A
N
N
I
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12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
PROJECT NUMBER: 208-16714 CONSTRUCTION DOCUMENTS 100% SUBMITTAL JUNE 30, 2007
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CONSULTANT
D
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NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
ARCHITECT
OWNER
FILE LOCATION:
Virginia Tech 48 Sterrett Facilities Complex Blacksburg, VA 24061 United States of America Bus: (540) 231-3812 E-mail: [email protected]
1
2
HANBURY EVANS WRIGHT VLATTAS + COMPANY 120 Atlantic Street Norfolk, Va 23510 BUS: 757-321-9600 FAX: 757-321-9601 E-mail: [email protected]
3
CIVIL ENGINEER
STRUCTURAL ENGINEER
Draper Aden Associates 2206 South Main Street Blacksburg, VA 24060 United States of America Bus: (540) 552-0444 Mobile: (276) 730-0099 E-mail: [email protected]
Stroud Pence & Associates 4198 Cox Road, Suite 110 Glenn Allen, VA 23060 United States of America Bus: (804) 346-3935 Mobile: (804) 346-3935 E-mail: [email protected]
4
PLUMBING ENGINEER FIRE PROTECTION ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER H.C. Yu 1013 Technology Park Drive Glen Allen, VA 23059 United States of America Bus: (804) 262-6500 E-mail: [email protected]
A
COST ESTIMATING
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
Faithful & Gould 1725 Duke Street, Suite 200 Alexandria, VA 22314 United States of America Bus: (703) 684-6550 E-mail: [email protected]
COVER SHEET
SHEET NUMBER:
G100 5
6
1
2
3
4
5
6
LOCATION MAP
VICINITY MAP
VIRGINIA TECH BLACKSBURG, VA
E PROJECT LOCATION
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12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
CONSTRUCTION DOCUMENTS 100% SUBMITTAL PROJECT CODE 208-16714 JUNE 30, 2007
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CONSULTANT
D
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SYMBOL LEGEND DRAWING INDEX SHEET NAME
PRINTED: 12/10/2008 1:17:02 PM
SHEET NUMBER
C
B
FILE LOCATION:
A
G100 T100
COVER SHEET TITLE SHEET
C001 C101 C102 C103 C201 C501 C502 C503 C504 C505 LA001 RE SD001
SURVEY NOTES, SURVEY CONTROL, AND LEGEND DIMENSIONAL PLAN GRADING AND EROSION & SEDIMENT CONTROL PLAN UTILITY PLAN SANITARY SEWER PROFILES SITE DETAILS UTILITY DETAILS-1 UTILITY DETAILS-2 SWM DETAILS EROSION AND SEDIMENT CONTROL DETAILS BIORETENTION PLANTING PLAN STORM SEWER PROFILES EXISTING CONDITIONS AND DEMOLITION PLAN
B101
BORING LOGS
A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A201 A202 A203 A301 A302 A303 A304 A305 A401 A402 A403 A404 A405 A406 A407 A408 A501 A502 A503 A504 A505 A506 A507 A508 A509 A510 A511 A512 A600 A601 A602
BASEMENT PLAN FIRST FLOOR PLAN SECOND AND THIRD FLOOR PLAN FOURTH FLOOR PLAN ATTIC PLAN ROOF PLAN BASEMENT REFLECTED CEILING PLAN FIRST FLOOR REFLECTED CEILING PLAN SECOND AND THIRD FLOOR REFLECTED CEILING PLAN FOURTH FLOOR REFLECTED CEILING PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS STAIR AND ELEVATOR SECTIONS NOT USED NOT USED ENLARGED PLANS INTERIOR DETAILS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS FLASHING AND STONEWORK DETAILS NOT USED CEILING DETAILS STAIR DETAILS EXTERIOR DETAILS WINDOW AND LOUVER DETAILS CASEWORK DETAILS ROOF DETAILS ROOF DETAILS DOOR DETAILS WINDOW AND STOREFRONT DETAILS DETAILS DOOR AND FINISH SCHEDULES PARTITION TYPES DOOR AND DOOR FRAME AND WINDOW TYPES STOREFRONT TYPES
S001 S002 S101 S102 S103 S104 S105 S106 S107 S201 S301 S302 S401 S402 S403 S501 S502 S503 S504
GENERAL NOTES, ABBREVIATIONS AND PLAN LEGEND PLAN NOTES BASEMENT PLAN, PART FOUNDATION - SOUTH WING FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN THIRD FLOOR FRAMING PLAN FOURTH FLOOR FRAMING PLAN ATTIC FRAMING PLAN HIGH ROOF FRAMING PLAN FOUNDATION SECTIONS FRAMING SECTIONS FRAMING SECTIONS TYPICAL FOUNDATION DETAILS TYPICAL FOUNDATION DETAILS TYPICAL FOUNDATION DETAILS MASONRY REINFORCING PLAN, NOTES AND SCHEDULE TYPICAL MASONRY DETAILS TYPICAL FRAMING DETAILS TYPICAL FRAMING DETAILS
FP101 FP102 FP103 FP104 FP105
BASEMENT FLOOR PLAN - LIFE SAFETY FIRST FLOOR PLAN - LIFE SAFETY SECOND AND THIRD FLOOR PLAN - LIFE SAFETY FOURTH FLOOR PLAN - LIFE SAFETY ATTIC FLOOR PLAN - LIFE SAFETY
SHEET NUMBER
DRAWING INDEX SHEET NAME
SP0.1 SP1.1 SP1.2 SP1.3 SP1.4 SP1.5 SP1.6
FIRE PROTECTION LEGEND AND NOTES FIRE PROTECTION BASEMENT PIPING PLAN FIRE PROTECTION FIRST PIPING PLAN FIRE PROTECTION SECOND PIPING PLAN FIRE PROTECTION THIRD PIPING PLAN FIRE PROTECTION FOURTH PIPING PLAN FIRE PROTECTION ATTIC PIPING PLAN
P0.1 P1.1 P1.2 P1.3 P1.4 P2.0
LEGEND, SCHEDULES & DETAILS BASEMENT PLAN FIRST FLOOR PLAN TYPICAL FLOOR PLAN FOURTH FLOOR PLAN ENLARGED PLANS
M0.1 M0.2 M0.3 M0.4 M1.1 M1.2 M1.3 M1.4 M1.5 M1.6 M2.1 M2.2 M2.3 M2.4 M2.5 M2.6 M3.1 M4.1 M5.1 M5.2 M5.3 M6.1 M6.2 M6.3 M7.1 M7.2 M8.1
MECHANICAL LEGEND AND ABBREVIATIONS MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL BASEMENT DUCTWORK PLAN MECHANICAL FIRST FLOOR DUCTWORK PLAN MECHANICAL SECOND FLOOR DUCTWORK PLAN MECHANICAL THIRD FLOOR DUCTWORK PLAN MECHANICAL FOURTH FLOOR DUCTWORK PLAN MECHANICAL ATTIC DUCTWORK PLAN MECHANICAL BASEMENT PIPING PLAN MECHANICAL FIRST FLOOR PIPING PLAN MECHANICAL SECOND FLOOR PIPING PLAN MECHANICAL THIRD FLOOR PIPING PLAN MECHANICAL FOURTH FLOOR PIPING PLAN MECHANICAL ATTIC PIPING PLAN MECHANICAL ENLARGED PLANS MECHANICAL SECTIONS MECHANICAL FLOW DIAGRAMS MECHANICAL FLOW DIAGRAMS MECHANICAL FLOW DIAGRAMS MECHANICAL CONTROL DIAGRAMS MECHANICAL CONTROL DIAGRAMS MECHANICAL CONTROL DIAGRAMS MECHANICAL DETAILS MECHANICAL DETAILS TYPICAL ROOM PLANS
E0.1 E1.1 E1.2 E1.3 E1.4 E1.5 E1.6 E2.1 E2.2 E2.3 E2.4 E2.5 E2.6 E3.1 E4.1 E5.1
ELECTRICAL LEGEND, ABBREVIATIONS AND SCHEDULES ELECTRICAL BASEMENT LIGHTING PLAN ELECTRICAL FIRST LIGHTING PLAN ELECTRICAL SECOND LIGHTING PLAN ELECTRICAL THIRD LIGHTING PLAN ELECTRICAL FOURTH LIGHTING PLAN ELECTRICAL ATTIC LIGHTING PLAN ELECTRICAL BASEMENT POWER PLAN ELECTRICAL FIRST POWER PLAN ELECTRICAL TYPICAL FLOOR POWER PLAN ELECTRICAL FOURTH POWER PLAN ELECTRICAL ATTIC POWER PLAN ELECTRICAL LIGHTNING PROTECTION PLAN ELECTRICAL DETAILS ELECTRICAL RISER DIAGRAM ELECTRICAL SCHEDULES
PARTITION TYPE SEE SHEET A601
A*-** ** A
WINDOW TYPE SEE SHEET A601
A
DOOR SCHEDULE
TBA-**
C ABBREVIATIONS
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B MARK DATE
DESCRIPTION
6/30/07
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
TITLE SHEET
SHEET NUMBER:
T100 1
2
3
4
5
6
2
3
4
5
6 NOTES:
TH SOU
DN
ING TH W NOR
WING
1. ROOM EQUIPED WITH COMMUNICATIONS FOR HEARING IMPARIED
126' - 0" 6' - 0"
17' - 4"
6' - 8"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
16' - 6"
14' - 10"
32' - 8" L1
21' - 4 3/8"
L1
L1
ADDITIVE BID ITEM #1
E
E
DS
FD
6' - 3 1/2"
W
W
W W W
LAUNDRY ROOM 027
W
W
8' - 5"
3' - 4"
16' - 1"
LACTATION ROOM 021
9' - 7 1/8"
P
STUDY 023
E1 A101 A507
S6-1
VENDING 025
5' - 4"
S3 XX
3' - 4"
29' - 4 7/16"
5' - 9"
S3 XX
S6-1 XBRX
OFFICE STORAGE 012
STUDENT STORAGE 014
STOR 018A
1' - 6"
11' - 10"
2' - 0"
FD
12' - 0" 12' - 0"
C
6' - 4"
2' - 0" 6' - 4"
2' - 0" 6' - 4"
S6-30 XBRX
6' - 11"
7 5 7 . 3 2 1 . 9 6 0 1
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W
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D1 A406
PROJECTION SCREEN ABOVE C
M12-2 H
I
M1212-30
WOMEN'S A024 B4 A101 A404
CNS A033
I
5' - 8"
FD
I
ELEVATOR EQUIP. 026 11' - 6"
S6-1 XX
CONSULTANT
D
ELECTRICAL 028 S6-1
SEE EXTERIOR ELEVATIONS FOR EXTENTS AND STEPPING OF LOCAL STONE VENEER - TYP.
ADDITIVE BID ITEM #1
B3 A101 A512
1" B.E.J
DS
SIM.
FD
6"
F .
INE CH L MAT
CONCRETE STEPS W/ PAINTED STEEL HANDRAIL EACH SIDE
TRAINING A 018
7 5 7 . 3 2 1 . 9 6 0 0
DS
CONCRETE SLAB ON GRADE
E
I
5' - 7 5/8" B
C1 A406
MEN'S A022
TACKABLE WALL PANELS
L2 E
43' - 0"
I
M8-2
DS DN
TACKABLE WALL PANELS
U
K
FD
6' - 4"
M8-2
6' - 4"
ELECTRICAL 010 MECHANICAL 002
L5
M8-1
5' - 0 5/8"
2' - 10 3/4" 6' - 8 1/2"
5/8" 6' - 7 FD
3' - 1"
10' - 0"
11' - 2 1/8"
M8-1
4' - 0" 4' - 0"
4' - 0"
FD
J
M8-2
FD
4' - 0"
2' - 9 5/8" 9' - 9 5/8"
L5
4' - 0"
32' - 8"
9' - 9 3/8"
V .
" 4 3/8 13' -
4"
23' - 11 1/8"
I
" 1' - 4
B.E.J. COVER
S6-30 XBRX
N G
ELEVATOR A031
15' -
M8-30
K
UP
F
" 3' - 4 " 1' - 8
28' - 1"
FD
K
M
1/4"
FD
HK STORAGE 008
I
STAIR A029
" 3' - 2
M8-1
N
M8-2
3' - 4
D
FD
N
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
° .00 37
A101 A512
M1212-30
I L5
A3
H
3' - 4"
A
8' - 5"
5' - 5"
6' - 4"
60' - 0"
CORRIDOR A005
W
W
FD
H
3' - 4" 4" TYP.
S6-1
W
W
DS
2"
M8-1
55' - 0"
W
L
7' - 5"
" 2' 2' - 6
5' - 4"
W
S3 XBX
S3 XBX H
12' - 0 1/16"
P
FD
W
HK BREAK RM 019
DW
6' - 0"
9' - 11 1/2"
B
M12-1
BATH 008A
S
Z
A1 A406 C
CLOSET 011B
D
" 5 1/2
FD
BATH 011A
D
17' -
A101 A404
D
21' - 5 3/4"
S
D
20' - 11"
11' - 0"
20' - 11 5/8"
S
10' - 11"
D
" 3' - 4 1" 3' - 1
M8-2
S
A3
KITCHEN 007A
S
8' - 5"
D
W
M12
D
A101 A507
FD
A S
S
M12-1
4"
S Q
13' - 4"
S
15' - 5"
CLOSET A009
HK OFFICE 017
D
E1
W
T
PANTRY 013A
17' - 4 1/2"
2' - 4 7/8" 10' - 8 3/4"
12' - 8"
TEST KITCHEN 013
5' - 3"
F
1' - 4"
27' - 4"
M6
12' - 0 5/8" BEDROOM 011
D
8" 10 3/
STAIR A003
12' - 0" BEDROOM 009
D
13' -
12' - 3 3/4" LIVING AREA 007
6' - 4 3/8"
UP
AR C H I T E C T U RE
S3 XX
M6
F1
S6 XX
F1
DS
14' - 4 1/2"
F1
4' - 0"
B1
4' - 11 7/8"
FD
D
6"
24' - 0"
95' - 8"
7' - 10 1/2"
16' - 11 1/4"
16' - 5 7/8"
C
131' - 8"
NO RT H
PRINTED: 12/10/2008 1:13:53 PM
14' - 2 3/4"
SOUTH
BASEMENT FLOOR PLAN - SOUTH WING KEY PLAN
1/8" = 1'-0"
0'
8'
16'
24'
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
BASEMENT PLAN
FILE LOCATION:
SHEET NUMBER:
A101 1
2
3
4
5
6
1
2
3
4
5
A6
A102 A202
NOTES:
ING TH W NOR
A1 ING TH W U O S
A102 A303
6
1. ROOM EQUIPED WITH COMMUNICATIONS FOR HEARING IMPARIED
126' - 0" 93' - 4" 6' - 0"
5' - 4"
2' - 0"
6' - 8"
2' - 0"
4' - 0"
8' - 0"
4' - 0"
4' - 0"
10' - 0"
32' - 8"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
7' - 4"
4' - 4"
4' - 0"
6' - 0"
4' - 0"
C1
6' - 0"
4' - 0"
C1
4' - 4"
12' - 9 3/4"
3' - 10"
4' - 8"
C1
A5
M12-1
3' - 10"
3' - 10"
FD
13' - 0"
C
STAIR B129
OFFICE 125
VESTIBULE B128
Y
ELEVATOR B131
33' - 9 3/4"
FILE & STORE 108
S3 XBX
12' - 0"
14' - 6 3/4"
OFFICE 112
L
OFFICE 114
P
P
CORRIDOR B106
4" TYP. 12' - 0"
12' - 0"
12' - 0"
12' - 0"
E1 A407
S3 XBX
12' - 0"
" 3' - 4
" 7 5/8 " 8 / 5 6' - 7
12' - 0"
12' - 3 3/4"
P
P
P
P
C1
4' - 0"
4' - 0"
4' - 0"
6' - 0"
S3 XBX
OFFICE 122
S3 XBX
S3 XBX
S3 XBX
DS
C1
C1
C1
10' - 4 3/8"
10' - 4 3/8"
6' - 4" 2' - 0"
C1
OFFICE 124
OFFICE 120
OFFICE 118
C1
DS
C1
X
A.D.A. ACCESSIBLE ENTRANCE
C1
4' - 0"
4' - 0"
6' - 0"
6' - 4"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
24' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
4' - 0"
4' - 0"
A6
A3
A102 A201
" 1' - 4
0" 11' -
" 3' - 0
" 4' - 0
" 4' - 4
" 4' - 6
C5 A102 A201
1/8" = 1'-0"
0'
SO UT HW ING
8'
16'
C
C1 A102 A202
112' - 0"
FD
C1
C1
12' - 0"
12' - 0"
11' - 10"
S3 XBX
S3 XBX
S3 XBX
DIRECTOR OFFICE 143
OFFICE 145
OFFICE 147
S3 XBX
S3 XBX
OFFICE 157
OFFICE 159
C
4' - 6"
F
L
S3-30 XBRX
27' - 4"
A1 A407
OFFICE/WORK 163
4' - 0"
NEW RESIDENCE HALL CAREER SERVICES SITE
A.D.A ACCESSIBLE ENTRANCE
VESTIBULE 165
RECESSED WALK-OFF MAT
B
M8-2
A5
B
A102 A304
MARK DATE
P
24' - 1 3/4"
P
P
P
P P
12' - 0"
12' - 0"
S3 XBX
S3 XBX
S
P
P
OFFICE 152
OFFICE 154
12' - 0"
11' - 10"
S3 XBX
P
E1 A408
P
OFFICE 168
OFFICE 166 12' - 2"
12' - 0"
S3 XBX
M8
P
OFFICE 172
12' - 0"
S3 XBX
12' - 0"
S3 XBX
DIRECTOR OFFICE 174
S3 XBRX
B1
ASSOCIATE VP 180
12' - 0"
C1
C1
11' - 11 1/2"
S3 XBRX
A102 A512
60' - 0"
6' - 4" 4' - 0"
11' - 7"
C1
S
ADMIN ASSISTANT 176
S
P
OFFICE 170
ADMIN ASSISTANCE 178
4' - 0"
OFFICE 164
11' - 11 1/2"
A3 A102 A301
C4 A102 A203
32' - 8"
P
OFFICE 150
L
S3 XBRX
4" TYP.
CONFERENCE ROOM 2 144
S3 XBX
12' - 0"
4' - 0"
OFFICE 162
S3 XBX
5' - 1"
SIM C1
4"
C1
DS
C1
C1
C1
C1
C1
DS
C1
C1 C1
3' - 8 1/4"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
4' - 0"
4' - 0"
102' - 4"
DS
C1
6' - 4"
6' - 0"
4' - 0"
C1
4' - 0"
4' - 0"
6' - 0"
4' - 0"
24' - 0"
4' - 0"
A
4' - 0"
12' - 0"
A1
33 /4"
100% CONSTRUCTION DOCS.
4' - 0"
D1 A408
S3 XBX
6' - 11"
21' - 0 7/8"
OFFICE 156
OFFICE 160
OFFICE 158
S3 XBX
S3 XBX
M8
12' - 0"
8' - 7 1/8"
S3 XBRX
S3 XBX
12' - 0"
I
S6-30 XBX
S3-30 XBX
12' - 2"
9' - 4"
3' - 5 1/2"
11' - 10"
32' - 3"
8' - 5"
12' - 0"
S6-30 XBX
5' - 1"
4' - 8"
DESCRIPTION
6/30/07
4' - 9"
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
FIRST FLOOR PLAN
SOUTH
A102 A201
FIRST FLOOR PLAN - NORTH WING
SHEET NUMBER:
KEY PLAN
1/8" = 1'-0"
0'
1
VIRGINIA TECH BLACKSBURG, VA
AUTOMATIC DOOR OPERATOR BUTTON
S3-30 XBX
10' - 8 1/2"
5' - 5 1/8"
OFFICE/WORK 146
OFFICE 148
A102 A201
3' -
8' - 10"
M12-1
11' - 4"
10' - 8"
P
S3 XBX
S3 XBX M12-1
8" 3' - 4"
P
S3 XRBX
49' - 6"
L
11' - 10"
S6-30 XBX
A102L---
S3-30 XBX
S3 XBX
5' - 4"
A1
2' 10 - 0" '8" 15 '11 3/4 "
E1
4' - 0"
D
STAIR B157
S3 XBRX
A
CONFERENCE ROOM 3 142 C1 B A408
6' - 0"
UP
DIRECTOR OFFICE 161
S
5' - 5" INTAKE & HEARING 153
M8
S3 XBRX
M8
CT
A5
6' - 1 7/8"
13' - 1 3/4"
5' - 3 3/8"
CPT
3' - 4"
4' - 8" 18' - 11"
L
1"
6' - 9"
5' - 4"
E1
17' - 4 3/8"
6" 1' -
DS 4' -
S3 XBX
5' - 10"
10 '-
C1
0"
11' - 11 3/4"
S
5' - 5" 6' - 5" INTAKE & HEARING 151
B1 A407
S3 XBRX
2' - 0"
NO RT H
4' -
15' - 8"
2' - 0"
12 'S
S
6' - 8"
E1
12' - 0"
P
2' - 0"
C1
12' - 0"
S
S3 XBRX
8' - 0"
6' - 4"
0"
C1
DS
10' - 8 3/8"
6' -
C6 A407
RECRUITING 11 & COUNCIL '138 0"
C1
4' - 0"
2' - 0"
A
MA TC HL INE
A102 A201
0"
3' - 4"
CORRIDOR B159
5' - 4"
S
S3 XBRX
S3 XBX
4' -
C5
87 /8"
COPY/BREAK RM 140
S3 XBX
0"
4' - 0"
N
19' - 1"
6' -
0"
S3-30 XBX
3"
M8-30
OFFICE/WORK 141
12' - 6"
45 /8"
I
S3 XBRX
1" 5' -
0"
OFFICE 155
4' - 0"
H
32' - 10 1/4"
12 '-
73 /8"
11 '-
L
2' - 0" 3' - 8"
12' - 7 1/16"
5' -
CORRIDOR 6' - B132 05 /8"
10 '-
C1
S6
I
I
4' -
12' - 0"
CONFERENCE ROOM 1 141
HK 139
M12-1
G
SPECIALIST 136
12' - 2"
S
2' - 10 7/8"
B
S
10' - 0"
C1
4' - 0"
P
4" TYP.
S
13' - 2"
HOUSING DIRECTOR 133
H
S
4' - 0"
C1
OFFICE 149
4' - 8"
P
I S
ASSOCIATE DIRECTOR 134
8' - 0"
I
ELEVATOR B131
I
4' - 1 3/8" 4' - 0"
27' - 4"
14' - 2"
WOMEN'S B137
8' - 0"
5' - 4"
FD
MEN'S B135
4' - 0"
C1
DS
12' - 0"
8' - 0"
14' - 8"
C1
4' - 0"
12' - 0"
STAIR B129
10' - 0"
M8
4' - 0"
12' - 0"
26' - 1 1/4"
A102 A404
2' - 0" 5' - 4"
3' - 10 5/8" 4' - 0"
B5
DN
FILE LOCATION:
KEY PLAN
24'
NO RT HW ING
12' - 0"
PRINTED: 12/10/2008 1:14:00 PM
SOUTH
A1 A102 A404
FIRST FLOOR PLAN - SOUTH WING C
. C O M
" 4' - 0
" 6' - 0
" 4' - 0
" 6' - 0
C1
" 4' - 8
V
C1
DS
18.00°
C1 A102 A301
" 1' - 4
A102 A302
C1
W
0" 11' -
C1
A102 A201
A102 A602
" 4' - 8
A6
E
RECRUITING & COUNCIL 138
SPECIALIST 136
8" 10' -
102' - 4" 138' - 4"
H
S3 XBX
2' - 0"
10' - 0"
E .
D
INE CH L MAT
12' - 0"
4' - 0"
ASSOCIATE DIRECTOR 134
A
A1
C1
7 5 7 . 3 2 1 . 9 6 0 1
S
S
A102 ---
C1
F .
S3 XBX
S
VESTIBULE B126 3/4" 3' - 6
S3 XBX
5/8" 6' - 0
" 5 1/4 15' -
C1
OFFICE 126
S3 XBX
S3 XBX
S3 XBX
DS
OFFICE 128
ASSC DIRECTOR OFFICE 116
S3 XBX
C1
OFFICE 130
BEJ
P
7 5 7 . 3 2 1 . 9 6 0 0
CONSULTANT
" 8 7/8 12' -
I
" 5 1/2 10' -
14' - 10"
P
S6-30 XBX
CORRIDOR B132
S G
V .
COPY/BREAK RM 140
G I
RECEPTION 132
P
N G
" 6 1/8 11' -
H
LOBBY B127
S3-30 XBX
P P
4' - 8"
1' - 6" CLR
S3 XBX
SERVER ROOM 110
5' - 1"
12' - 4 7/8"
S3 XBX
12' - 0"
I
I
S3 XBX
15' - 8 1/2"
N
I
HOUSING DIRECTOR 133
V
S6-30 XBX
12' - 0"
N
UP
G
8' - 5"
HK 139
DN
10' - 7 1/2"
13' - 6"
2' - 11 1/2" 8' - 4 3/4"
7' - 8 1/2"
2' - 0"
S3 XBX
13' - 0"
4' - 0"
S3 XBX
10' - 0"
S3 XBX
4' - 8"
MEN'S B135
W
S6-30 XBX
3' - 5 1/2" 6' - 11"
S6-30 XBX
12' - 0"
13' - 4"
OFFICE/WORK 115
I
A102 A602
A
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
A1
4" TYP. 11' - 3"
L
NO RT H
35' - 8 1/4"
S3-30
I
A102 ---
P
AR C H I T E C T U RE P
DS
P
C1 A407
E
A6 A102 A202
-
11' - 3"
6' - 6"
S3 XBX
OFFICE 104
A102 A305
4' - 0"
OFFICE 123
P
11' - 3"
L
1' - 4"
S3 XBX
D1 A407
S3 XBX
L
38' - 2 1/4"
L
S3 XBX
14' - 8 3/4"
S6-30 XBX
L H2-1 LBX
C1
M12-1
5' - 1"
P
20' - 5 1/8"
S3 XBX
16' - 2"
3' - 3 1/2"
S3 XBX
H2-1 2' - 11" LBX
11' - 10"
H2-2 LBXX
S3-30
4' - 0"
4' - 0"
4' - 8"
3' - 5 1/2"
C1
C1 A407
13' - 5"
COPY/WORK 102
12' - 8"
5' - 5 3/8"
H2-1 LBX S3-30 XBX
OFFICE 121
P
12' - 0"
WORK STATION 107
5' - 5 1/8"
5' - 4"
16' - 3 3/4" 1' - 7 5/8"
DIRECTOR OFFICE 117
OFFICE 119
DS
S3 XBX
12' - 6"
12' - 0"
9' - 2"
S6-30 XBX
4' - 0"
4' - 0"
6' - 4"
60' - 0"
P
3' - 10"
M
12' - 0"
M8
OFFICE 113
S3 XBX
DS
" 6 1/8 12' -
D6
ADMINISTRATIVE ASSISTANT
CORRIDOR B105
M12
13' - 4"
M8-30
L
32' - 8"
D
12' - 0"
4' - 4"
6' - 8" 27' - 4"
12' - 4 1/4"
CONFERENCE 101
C1
OFFICE 111
P
P
A102 A203
C3
OFFICE 109
C1
P F
A102 A602
C1
S3 XBX
S3 XBX
DN
A2
A102 A301
ASSOC. DIRECTOR OFFICE 105
STAIR B103
E1
S3 XBX
S6-30 XBX
2' - 0"
UP
S3 XBX
5' - 4"
A2 A102 A401
DS
C1
S3 XBX
E1
C1
10' - 0"
E1
E
C1
FD
WOMEN'S B137
A102 A202
C1
2
3
4
8'
16'
5
A102
24'
6
2
3
4
5
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
7' - 4"
4' - 4"
4' - 0"
6' - 0"
4' - 0"
B2
INSIDE FACE OF CMU
E2
E3
B1
B1
B1
DS
B1
B1
B1
DS
5' - 4"
STUDENT ROOM 207
STAIR C203
E3
12' - 0 1/4"
6' - 8"
DN
M8-30
12' - 0" S3-30 XBRX
S3-30 XBRX
STUDENT ROOM 217
12' - 2"
12' - 0"
12' - 0"
BATH 211A
BATH 209A
FD
FD
FD
Q
3' - 4"
4' - 0"
13' - 4"
3' - 4"
6' - 4"
Q
3' - 4"
4' - 0"
3' - 4"
FD
FD
BATH 217A
ELEC. 225
BATH 204A
BATH 206A FD
BATH FD 208A
4' - 0"
Q
3' - 4"
13' - 4"
13' - 4" G.F. CMU - TYP. R
BATH 221A
BATH 223A
4' - 0"
10' - 8"
BATH FD 210A
FD
J
13' - 4"
13' - 4"
3' - 4"
4' - 0"
10' - 8"
3' - 2"
BATH 214A
ELEVATOR C231
G
6' - 1 1/2" -
R
FD
FD
BATH 216A
BATH 218A FD
HK C233
7' - 7 1/2"
13' - 4"
R
F
A103 ---
R
E5
BATH FD 220A
D3 A602
BATH 222A FD
" 5' - 4
" 3' - 4
" 8' - 0
4" 13' -
G
" 5' - 7
R
BATH 234A
R
4' - 0" 10' - 4"
12' - 0"
S3-30 XBRX
S3-30 XBRX
12' - 0"
12' - 0"
27' - 4"
27' - 4"
STUDENT ROOM 206
A103 A404
STUDENT ROOM 208 S3-30
12' - 0"
CT CPT
A103 A404
TYP.
STUDENT ROOM 212
STUDENT ROOM 210
STUDENT ROOM 214
STUDENT ROOM 216
STUDENT ROOM 218
STUDENT ROOM 220
SEE B5/A404 FOR THIRD FLOOR VARIATION
A6 A406
STUDENT ROOM 222
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
SIM
B1
4' - 0"
10' - 0"
B1
B1
DS
B1
STUDENT ROOM 232
E
W
V
. C O M
STUDENT ROOM 234
E5
A103 A404
0" 12' -
A103 A404
S3-30 SIM XBRX
B1
B1
H
B2
A1 B2
B2
4' - 0"
B1
E .
B2
4' - 0"
4' - 0"
DS
2' - 0"
4' - 0"
6' - 0"
6' - 4"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
36' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
4' - 0"
4' - 0"
B2
10' - 0"
102' - 4" " 4' - 0
" 4' - 4
INE CH L MAT
138' - 4"
" 4' - 0
" 6' - 0
" 4' - 0
" 6' - 0
NO RT H
2' - 0"
B1
DS
B1
7 5 7 . 3 2 1 . 9 6 0 1
CONSULTANT
8" 11 3/ 11' -
DS
F .
M8
D6
S3-30 XBRX
7 5 7 . 3 2 1 . 9 6 0 0
D 0" 28' -
STUDENT ROOM 204
LOUNGE 226
" 4 1/2
STUDENT ROOM 202
M88-30
15' -
B2
B3
V .
E5
BATH 232A
D3
N G
" 3' - 4 " 6' - 0
O
OH
I
R
A103 A404
A103 A404
4' - 0"
32' - 8"
3/8" 2' - 1
H H
D4
D
N
CNS C235
UP
Q
3' - 4"
R
LOBBY C227
A103 A404
BATH 212A
N
Q
FD
Q
Q
3' - 4"
R
FD
" 5' - 4
B2
Q
10' - 8" R
R
Q
3' - 4"
FD
" 5' - 4 " 3' - 1
FD
STAIR C229
1/2"
Q
BATH 202AFD
13' - 4"
13' - 4"
7' - 4"
5' - 8"
Q
A
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
A103 A404
3' - 4
10' - 4"
3' - 4"
Q
L
M8-30
BATH 215A
BATH 213A
AR C H I T E C T U RE P
1/2"
6' - 4"
DS
E5
12' - 0"
3' - 2
BATH FD 207A
E
B1
SEE NOTE 1 THIS SHEET S3-30 XBRX
BATH 219A
1' - 10 1/2" 12' - 2 1/8"
DS
STUDENT ROOM 223
S3-30 XBRX
M
Q
B2
E4 A103 A404
B1
4' - 4"
DN
CORRIDOR C205
6' - 7 3/4"
4' - 0"
STUDENT ROOM 221
S3-30 XBRX
11' - 10"
S3-30 XBRX
E3 A103 A404
5' - 9 5/8"
13' - 4"
STUDENT ROOM 215
D1 A602
G1 A601
4' - 0"
STUDENT ROOM 213
12' - 0"
S3-30 XBRX
27' - 4"
27' - 4"
STUDY 201
STUDENT ROOM 211
12' - 0"
F
DS
60' - 0"
STUDENT ROOM 209
5' - 4"
2' - 0"
UP
6' - 0"
B2
STUDENT ROOM 219
E
4' 0"
1' - 4" 6' - 8"
2' - 0"
6' - 8"
10 '-0 "
2' - 0"
5' - 4"
1. ROOM EQUIPED WITH COMMUNICATIONS FOR HEARING IMPARIED
3' 1 4' - 1/4" 0"
6' - 0"
32' - 8"
10 3/4 " 2' 0"
93' - 4"
NOTES: 4' 0"
ING TH W U O S
126' - 0"
6
ING TH W NOR
M12-30
1
8" 10 5/ 18' -
SOUTH
SECOND FLOOR PLAN - SOUTH 0'
C
8'
16'
24'
KEY PLAN
C
SO UT HW ING NO RT HW ING
B1
10' - 0"
B1
4' - 0"
8' - 0"
4' - 0"
B1
DS
8' - 0"
B1
3' - 1 3/8" 4' - 0"
B1
8' - 0"
4' - 0"
B1
10' - 0"
B1
4' - 0"
4' - 0"
4' - 0"
B1
DS
2' - 0"
9' - 0"
E2
B1
STUDENT ROOM 239
M8-30
STUDENT ROOM 241
S3-30 XBRX
S3-30 XBRX
HK C233
12' - 0"
STUDENT ROOM 243
11' - 10"
STUDENT ROOM 247
STUDENT ROOM 245 S3-30 XBRX
S3-30 XBRX
12' - 2"
STUDENT ROOM 249
12' - 0"
12' - 0"
STUDENT ROOM 251
STUDENT ROOM 253
STUDENT ROOM 255
S3-30 XBRX
S3-30 XBRX
M8-30
S3-30 XBRX
S3-30 XBRX
11' - 11 3/4"
STAIR C257
E3
DN F
G
2' - 5"
3' - 3"
BATH 237A
BATH 241A
A103 ---
Q
3' - 4"
13' - 4"
6' - 11 9/16"
R
S3-30 XBRX
4' -
12 '-
B2
0" 6' -
STUDENT ROOM 234
MA TC HL INE
A
0"
B2
6' -
01 /4"
4' -
12' - 0"
STUDENT ROOM 238
STUDENT ROOM 240
4' - 0"
Q
3' - 4"
13' - 4"
13' - 4" G.F. CMU - TYP.
3' - 4"
10' - 8"
Q
4' - 0"
R
BATH 246A
3' - 4"
13' - 4"
13' - 4"
R
BATH 244A
Q
3' - 4"
10' - 8"
Q
4' - 0" 13' - 4"
R
R
B1
4"
B1
6' - 10 5/8"
3' - 4"
R
BATH 250A
BATH 254A
BATH 252A
SIM
12' - 0"
FD
BATH 256A
BATH 258A
3' - 8 1/4" 2' -
4' - 0"
0"
4' - 0"
4' - 0"
STUDENT ROOM 244
STUDENT ROOM 242 S3-30 XBRX
S3-30 XBRX
12' - 0"
11' - 10"
12' - 2"
STUDENT ROOM 246
STUDENT ROOM 248
STUDENT ROOM 250
S3-30 XBRX
M8-30
S3-30 XBRX
12' - 0"
SIM 12' - 0"
STUDENT ROOM 252
STUDENT ROOM 254
S3-30 XBRX
DS
B1
B1
B1
B1
B1
DS
12' - 0"
S3-30 XBRX
B1
12' - 0"
STUDENT ROOM 256
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
3' -
11' - 11 1/2"
STUDENT ROOM 260
STUDENT ROOM 258 S3-30 XBRX
S3-30 XBRX
B1
B1
4' - 0"
4' - 0"
6' - 4"
102' - 4"
11 3/4 "
FD
BATH 260A B2
B2
6' - 0"
4' - 0"
DS
4' - 0" 24' - 0"
4' - 0"
A
INSIDE FACE OF CMU
B2
6' - 0"
4' - 6"
4' - 0" 12' - 0"
ARCH PRECAST CONCRETE WATER TABLE BELOW - TYP
33 /4"
SOUTH
FILE LOCATION:
SECOND FLOOR PLAN - NORTH 1/8" = 1'-0"
0'
1
2
3
4
8'
16'
5
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
3' - 6"
NO RT H
15 '-
8"
--
100% CONSTRUCTION DOCS.
Q
B2
10 '-
D4 A103 A404
A103 A404
12' - 0"
DESCRIPTION
6/30/07
A103----A103
Q
BATH 248A
B MARK DATE
CORRIDOR C259 Q 4' - 0" 3' - 4" 5' - 10 5/8"
3' - 4"
VIRGINIA TECH BLACKSBURG, VA
M
D3
S3-30 XBRX
DS
13' - 4" 5' - 1 3/8"
E3
4' -
Q
3' - 4"
A103 A404
B2
0"
10' - 8"
BATH 242A
12' - 1 3/4"
3' - 4"
Q
R
BATH 240A
SEE NOTE 1 THIS SHEET
13' - 4"
R
A103 A404
D5
0"
3' - 4"
E4
FD
4' -
A103 ---
R
BATH 238A
BATH 236A 9' -
4' - 0"
Q
13' - 4" -
SEE NOTE 1 THIS SHEET
0"
0"
3' - 4"
R
STUDENT ROOM 236
SIM
G1 A601
BATH 255A 1' - 10"
Q
10' - 8"
E5 A103 A404
BATH 253A
BATH 251A
4' - 0"
BATH 234A
BATH 249A
7' - 4"
STUDENT ROOM 232
BATH 247A
27' - 4"
9' - 2 5/8"M6-30 G
BATH 245A
S3-30 XBRX
Q R
BATH 243A
C.J. 5' - 4"
H
BATH 239A
27' - 4"
CNS C235
STUDY 261
D1 A602
M8-30
H
NEW RESIDENCE HALL CAREER SERVICES SITE
27' - 4"
STUDENT ROOM 237
12' - 0"
6' - 8"
UP
12' - 0"
13' - 4"
12' - 0"
27' - 4"
12' - 1 3/4"
R
6' - 0"
UP
STAIR C229
ELEVATOR C231
BATH 232A
5' - 4"
E3
DN
B
2' - 0"
6' - 8"
60' - 0"
4' - 0"
32' - 8"
B1
DS
4' - 0"
10' - 4"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
2' - 0"
141' - 0 1/32" 4' - 10 5/8" 4' - 0"
2' - 0" 5' - 4"
10 3/4" 3' - 1 1/4" 4' - 0"
2' - 0" 10' - 4"
PRINTED: 12/10/2008 1:14:10 PM
1/8" = 1'-0"
24'
KEY PLAN
6
SECOND AND THIRD FLOOR PLAN
SHEET NUMBER:
A103
1
2
3
4
5 ING TH W U O S
126' - 0" 93' - 4" 6' - 0"
14' - 0"
1' - 4" 6' - 8"
2' - 0"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
32' - 8"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
7' - 4"
6' - 4"
B1
E2
E
B1
B1
DS
B1
B1
12' - 8"
DN
12' - 0"
M8-30
S3-30 XBRX
27' - 4"
1' - 4"
STUDENT ROOM 409
12' - 0 1/4" F
STUDENT ROOM 411
STUDENT ROOM 413
12' - 0"
12' - 0"
A1
STUDENT ROOM 423
STUDENT ROOM 421
12' - 0"
A103 A404
BATH 407AFD
BATH 409A
BATH 411A
12' - 0"
E4
E5
A103 A404
A103 A404
Q
FD
FD
BATH 413A
BATH 415AFD
Q
Q
BATH 417A
FD
ELEC. E425
Q
Q
Q
FD
BATH 423A FD
Q
Q
23' - 4"
5' - 8"
10' - 9 1/2"
13' - 4"
G.F. CMU - TYP.
10' - 8"
13' - 4"
F
HK E433
10' - 8"
13' - 4"
G
Q
BATH 408A
BATH 404A
BATH FD 406A
B4
R
R
R
BATH 414A FD
BATH 412A
BATHFD 410A
FD FD
ELEVATOR E431
6' - 1 1/2"
FD
FD
R
" 3' - 4
BATH FD 418A
BATH 416A
S3-30 XX
BATH 420A
10' - 4"
STUDENT ROOM 406
S3-30 XBRX
23' - 9 7/8"
12' - 2 1/8"
B1
4' - 0"
4' - 0"
6' - 0"
STUDENT ROOM 416
STUDENT ROOM 420
STUDENT ROOM 418
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
DS
B1
B1
B1
B1
DS
B1
E5
LOUNGE 426
CT CPT
A103 A404
SIM
4' - 0"
4' - 0"
6' - 0"
6' - 4"
4' - 0"
4' - 0"
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
8' - 0"
4' - 0"
10' - 0"
B1
4' - 0"
4' - 0"
A1
A1
4' - 0"
E
W
V
. C O M
A1 D1
10' - 0"
" 2' - 0 " 8 4' -
A1
2' - 0"
102' - 4"
" 6' - 5 " 1 5/8 43' -
138' - 4" 5/8"
" 4' - 8
" 6' - 6
NO RT H
10 18' -
" 2' - 0
INE CH L MAT
36' - 0"
4' - 0"
H
SIM
8" 11 3/ 11' -
DS
4' - 0"
E .
STUDENT ROOM 434 0" 12' -
STAIR E422
B1
7 5 7 . 3 2 1 . 9 6 0 1
E5 A103 A404
STUDENT ROOM 432
S3-30 XBRX
F .
D
M88-30
B4
B4
4' - 0"
STUDENT ROOM 414
7 5 7 . 3 2 1 . 9 6 0 0
CONSULTANT
" 7 1/2 12' -
B1
R
BATH 432A
UP
STUDENT ROOM 412
V .
O
A103 A404
STUDENT ROOM 410
H2-1 LBX
S3-30 XBRX
12' - 0"
DS
STUDENT ROOM 408
N G
STUDENT ROOM 436
BATH 434A
R
0" 28' -
STUDENT ROOM 404
27' - 4"
A103 A404
I
" 6' - 0
B3
27' - 4"
D3
OH STUDENT ROOM 402
2' - 0"
" 5' - 7
I
D4
4" 13' -
G
STOR. 424A
VESTIBULE 424
FD
I
A103 A404
B4
8" 16' -
R
S3-30 XX
4' - 0"
R
5' - 4"
7' - 4"
10' - 4"
Q
R
N
3/8" 2' - 1
H
" 5' - 4
4' - 0"
10' - 8"
N
SUPPORT E435
H
BATH 402AFD
4' - 0"
13' - 4"
M88-30
Q
97' - 10 1/2"
A
Q
STAIR E429
LOBBY E427 J
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 S
BATH 421A
AR C H I T E C T U RE P
" 9' - 8
Q
32' - 8"
STUDENT ROOM 437
E3
M8-30
BATH FD 419A
CORRIDOR M E405
DS
60' - 0"
DS
A1
S3-30 XBRX
12' - 0"
E
B1
SEE NOTE 1 THIS SHEET
S3-30 XBRX
S3-30 XBRX
D1 A602
G1 A601
12' - 2 1/8"
B1
DS
11' - 10"
S3-30 XBRX
1. ROOM EQUIPED WITH COMMUNICATIONS FOR HEARING IMPARIED
6' - 4"
DS
STUDENT ROOM 417
12' - 2"
S3-30 XBRX
S3-30 XBRX
E3
STUDENT ROOM 415
NOTES:
B1
DN
STUDY 401 13' - 4"
D1
STUDENT ROOM 419 STUDENT ROOM 407
4' - 9" 2' - 0"
A1
B1
STAIR E403
27' - 4"
6' - 6"
A1
LADDER UP TO ROOF HATCH
INSIDE FACE OF CMU
D
2' - 0" 4' - 9"
ING TH W R O N
6
FOURTH FLOOR PLAN SOUTH WING
SOUTH SO UT HW ING
C
0'
8'
16'
24'
141' - 0" 4' - 0"
B1
DN
10' - 0"
B1
DS
S3-30 XBRX
STAIR E429 STUDENT ROOM 437
S3-30 XBRX
STUDENT ROOM 439
12' - 1 3/4"
4' - 0"
STUDENT ROOM 441
12' - 0"
12' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
4' - 10 5/8"
3' - 1 3/8" 4' - 0"
8' - 0"
4' - 0"
10' - 0"
B1
B1
B1
B1
B1
S3-30 XBRX
S3-30 XBRX
S3-30 XBRX
M8-30
S3-30 XBRX
STUDENT ROOM 443
STUDENT ROOM 445
STUDENT ROOM 447
12' - 0"
11' - 10"
12' - 0"
STUDENT ROOM 449
4' - 0"
9' - 0"
4' - 0"
B1
DS
2' -
0"
Q
3' - 4"
4' - 0"
STUDENT ROOM 436
MA TC HL INE
3' - 4"
Q
4' - 0"
Q
3' - 4"
13' - 4"
R
12' - 1 3/4"
12' - 0"
12' - 0"
STUDENT ROOM 438
STUDENT ROOM 440 S3-30 XBRX
SEE NOTE 1 THIS SHEET
3' - 4"
Q
4' - 0"
10' - 8"
E4
S3-30 XBRX
8"
13' - 4"
A103 A404
D1
4' -
3' - 4"
R
BATH 442A
SEE NOTE 1 THIS SHEET
8" 6"
Q
BATH 440A
BATH 438A
BATH 436A 6' -
R
R
BATH 446A
3' - 4"
13' - 4"
3' - 4"
24' - 0"
R
BATH 444A
Q
Q
4' - 0"
3' - 4"
13' - 4"
R
BATH 450A
13' - 4" 5' - 1 3/8"
R
BATH 448A
Q
3' - 4"
6' - 10 5/8"
3' - 4"
R
BATH 452A
BATH 454A
Q
Q
BATH 456A
BATH 458A
2' 0 6' - " 5"
12' - 0"
12' - 0"
STUDENT ROOM 442
STUDENT ROOM 444
STUDENT ROOM 446
S3-30 XBRX
S3-30 XBRX
11' - 10"
12' - 2"
STUDENT ROOM 448
S3-30 XBRX
12' - 0"
STUDENT ROOM 450
S3-30 XBRX
OH 12' - 0"
STUDENT ROOM 452
STUDENT ROOM 454
S3-30 XBRX
M8-30
12' - 0"
B1
2' -
11 3/4 "
B1
4' - 0"
4' - 0"
0"
STUDENT ROOM 460 S3-30 XBRX
DS
B1
B1
B1
B1
B1
DS
B1
B1
B1
4' - 0"
10' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
8' - 0"
4' - 0"
10' - 0"
4' - 0"
4' - 0"
4' - 0"
6' - 4"
6' - 0"
102' - 4" 3' -
B4
4' - 0"
DS
B4
4' - 0" 24' - 0"
4' - 0"
6' - 0"
4' - 6"
4' - 0"
INSIDE FACE OF CMU
3' - 6"
A
12' - 0"
33 /4"
SOUTH
FOURTH FLOOR PLAN NORTH WING 1/8" = 1'-0"
0'
1
2
3
4
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
NO RT H
15 '-
3' - 8 1/4" 8"
11' - 11 1/2"
S3-30 XBRX
B4
A
B4
STUDENT ROOM 458
E3
100% CONSTRUCTION DOCS.
BATH 460A
12' - 0"
STUDENT ROOM 456
DESCRIPTION
6/30/07
S3-30 XBRX
DS
10 '-
D4 A103 A404
D3 A103 A404
D5 A103 A404
MARK DATE
1' - 10"CORRIDOR E459 Q 4' - 0" 3' - 4" 5' - 10 5/8"
A1 A1
B 10' - 4"
13' - 4"
VIRGINIA TECH BLACKSBURG, VA
4' - 0"
3' - 4"
R
A1
4' -
G1 A601
BATH 455A M
54' - 11 9/16"
BATH 434A
STUDENT ROOM 434
BATH 453A
4' - 0"
Q
6' - 11 1/16"
SIM
BATH 451A
7' - 4"
9' - 2 5/8"
E5
BATH 449A
27' - 4"
Q
A103 A404
BATH 447A
C.J.
M6-30 G R
STUDENT ROOM 432
BATH 445A
4' - 0"
H
BATH 443A
14' - 8"
BATH 441A
S3-30 XBRX
R
BATH 439A
5' - 4"
B
BATH 437A
27' - 4"
BATH 432A
STUDY 461
D1 A602
SUPPORT E435
NEW RESIDENCE HALL CAREER SERVICES SITE
2' - 0"
H
F
M8-30
HK E433
G
LADDER UP TO ROOF HATCH
DN
11' - 11 3/4"
M8-30
6' - 0"
STAIR E457
STUDENT ROOM 455
12' - 0"
14' - 0"
E2
S3-30 XBRX
STUDENT ROOM 453
12' - 0"
2' - 0"
B1
S3-30 XBRX
STUDENT ROOM 451
12' - 2"
4' - 0"
60' - 0"
B1
DS
4' - 0"
27' - 4"
4' - 0"
32' - 8"
10' - 0"
10' - 4"
2' - 0"
12' - 8"
10 3/4" 3' - 1 1/4" 4' - 0"
ELEVATOR E431
FILE LOCATION:
C
KEY PLAN
NO RT HW ING
27' - 4"
PRINTED: 12/10/2008 1:14:19 PM
1/8" = 1'-0"
8'
16'
5
24'
KEY PLAN
6
FOURTH FLOOR PLAN
SHEET NUMBER:
A104
1
2
3
4
5 ING TH W SOU
6 NOTES:
ING TH W NOR
126' - 0" 93' - 4"
INSIDE FACE OF CMU
32' - 8" LA
DS
E
DS
DS
E DS
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 NOTE: SEE ROOF PLAN FOR INFORMATION THIS AREA
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
12' - 0" DS
ELEVATOR HOISTWAY EXTENSION TO 3' A.F.F.
FD
H
M8 XBX DN
CONSULTANT FD
D
LA
2'X7' PREFINSHED ALUM LOUVER - TYP.
2'-6" WIDE PERFORATED METAL CATWALK BEARING ON LIGHT GAUGE METAL TRUSSES WITH METAL GUARDRAILS
LIGHT GAUGE METAL TRUSSES @ 4'-0" O.C. SEE STRUCT DWGS - TYP.
S3 XBX
S3 XBX
H
MECHANICAL ROOM 523
PAINTED STEEL STAIR AND HANDRAIL SYSTEM
D
DN
NOTE: SEE MECHANICAL DRAWINGS FOR EQUIPMENT LAYOUT
STAIR F522
DS
DS
DS
PROVIDE WATERPROOF WALKABLE DECK SURFACE AT MECHANICAL ROOM FLOOR
LA
DS
NO RT H
INE CH L MAT
ATTIC PLAN - SOUTH WING
PRINTED: 12/10/2008 1:14:26 PM
1/8" = 1'-0"
0'
8'
16'
SOUTH
24'
KEY PLAN
C
C
SO UT HW ING NO RT HW ING
DS
DS
DS
NEW RESIDENCE HALL CAREER SERVICES SITE
NOTE: SEE ROOF PLAN FOR INFORMATION THIS AREA
PAINTED STEEL STAIR AND HANDRAIL SYSTEM FD
VIRGINIA TECH BLACKSBURG, VA
B
12' - 0"
B
DS
MARK DATE 6/30/07
I
100% CONSTRUCTION DOCS.
DN
FD
MECHANICAL ROOM 523
DESCRIPTION
S3 XBX
2'-6" WIDE PERFORATED METAL CATWALK BEARING ON LIGHT GAUGE METAL TRUSSES WITH METAL GUARDRAILS
LA
2'X7' PREFINSIHED ALUM LOUVER TYP.
LIGHT GAUGE METAL TRUSSES @ 4'-0" O.C. SEE STRUCT DWGS - TYP.
LA
MA TC HL INE
2' -
8" 15 '-
0"
DS
PROVIDE WATERPROOF WALKABLE DECK SURFACE AT MECHANICAL ROOM FLOOR
DS
DS
DS
INSIDE FACE OF CMU
142' - 0 1/4"
A
A
11 3/4 "
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
NO RT H
15 '-
PROJECT NO:
ATTIC PLAN
SOUTH
ATTIC PLAN - NORTH WING
SHEET NUMBER:
FILE LOCATION:
1/8" = 1'-0"
0'
1
2
3
4
8'
16'
KEY PLAN
24'
5
6
A105
1
2
3
4
5 NG H WI T R NO
ING TH W U O S C6
NOTES: 1. SEE ELECTRICAL DRAWINGS FOR LIGHTING PROTECTION SYSTEM REQUIREMENTS. 2. PROVIDE GUTTER EXPANSION JOINTS AT HIGH POINTS OF GUTTER BETWEEN DOWNSPOUTS.
C3
A106 A508
A106 A508
SIM
6
C5 D5
A6
A106 A303
A102 A303
A106 A508
SIM
DOWNSPOUT (DS) - TYPICAL
GUTTER
SCUPPER - TYPICAL
SCUPPER
DS
E
DS TO SPLASH BLOCK
SLOPE SLOPE 3' - 0"
SLOPE
DS
A1 A106 A508
C4
ROOF HATCH
3' - 0"
12:12 SLOPE
A6
A6
A106 A508
A106 A509
SIM
DS
A
N
N
I
N G
12:12 SLOPE
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
VTR
1/4:12 SLOPE MIN.
CONTINUOUS 2'x2' ROOF PROTECTION WALK PADS BELOW DRIP LINE FROM HIGH SLOPED ROOF
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
EXHAUST FAN, SEE MECHANICAL DWGS
SIM
AR C H I T E C T U RE P
PROVIDE SNOW GUARDS IN HATCHED AREAS - TYP
SIM
A106 A508
E
GUTTER
SLOPE 3:12 SLOPE
DS TO SPLASH BLOCK DS TO SPLASH BLOCK
E2 A106 A508
E3 A106 A508
12:12 SLOPE
SIM
VTR THROUGH SLATE
12:12 SLOPE
TYP
CONSULTANT
12:12 SLOPE 12:12 SLOPE
D
D
BEJ
12:12 SLOPE
E2
E3
A106 A508
A106 A508
TYP
12:12 SLOPE
TYP 12:12 SLOPE
2:12 SLOPE D3 A106 A509
DS
D6
DS
DS
A106 A509
B6 A106 A509
A6
C1
A102 A302
A106 A508
COPPER GUTTER AND DOWNSPOUT
FLAT SEAM COPPER ROOF
1" BUILDING EXPANSION JOINT
PROVIDE SNOW GUARDS IN HATCHED AREAS - TYP
DS C3 A106 A508
INE CH L MAT
GUTTER
PROVIDE SNOW GUARDS IN HATCHED AREAS - TYP
NO RT H
GUTTER
ROOF PLAN - SOUTH WING
SOUTH 0'
SO UT HW ING
C
8'
16'
24'
KEY PLAN
C
NO RT HW ING C6 A106 A508
C5 A106 A508
WALL BELOW DS
DS
SCUPPER
SLOPE
C4
D5
A106 A508
A106 A303
DS
SCUPPER
SLOPE
SLOPE
SCUPPER
SLOPE
SLOPE A1 A106 A508
DORMER
3' - 0"
PRINTED: 12/10/2008 1:14:31 PM
1/8" = 1'-0"
ROOF HATCH CRICKET TAPERED RIGID INSULATION SLOPE TO SCUPPER @1/4" PER FOOT, MIN.
VTR 3' - 0"
3:12 SLOPE
NEW RESIDENCE HALL CAREER SERVICES SITE
A6 A106 A508
1/4:12 SLOPE D5
A5
A106 A509
A102 A304
DORMER
COPPER GUTTER WITH DOWNSPOUT TO ROOF BELOW
VIRGINIA TECH BLACKSBURG, VA
B
B 3:12 SLOPE
CONTINUOUS 2'x2' ROOF PROTECTION WALK PADS BELOW DRIP LINE FROM HIGH SLOPED ROOF
A4 A106 A509
12:12 SLOPE
12:12 SLOPE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
PROVIDE SNOW GUARDS IN HATCHED AREAS - TYP
VTR THROUGH SLATE
12:12 SLOPE
MARK DATE
12:12 SLOPE
12:12 SLOPE
MA TC HL INE
12:12 SLOPE
2:12 SLOPE
DS DS GUTTER
DS
GUTTER
TYPICAL HIGH SLOPE ROOF SYNTHETIC SLATE SHINGLE ROOF OVER SELFADHERING BITUMEN MEMBRANE, ON NAILABLE ROOF DECK SYSTEM ON LIGHT GUAGE METAL TRUSSES
A
DS
B6
COPPER GUTTER & DOWNSPOUTS
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
GUTTER
A106 A509
OH
FLAT SEAM COPPER ROOF
A
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
NO RT H
SHEET TITLE:
ROOF PLAN
SOUTH
ROOF PLAN - NORTH WING
SHEET NUMBER:
FILE LOCATION:
1/8" = 1'-0"
0'
1
2
3
4
8'
16'
KEY PLAN
24'
5
6
A106
1
2
3
4
5
6 REFLECTED CEILING PLAN LEGEND
ING TH W U O S
E
ING TH W R O N
8'-0"
GYPSUM WALL BOARD CEILING AND/OR SOFFIT PAINTED. SEE PLANS AND FINISH SCHEDULE FOR CEILING HEIGHTS AND EXTENTS.
2X4 FLUORESCENT FIXTURE
PLASTER CEILING- SEE NOTE 1 ON PRECAST PLANKS
2X2 FLUORESCENT FIXTURE
SUSPENDED ACOUTICAL TILE CEILING
RECESSED FLUORESCENT LIGHT FIXTURE
SUPPLY MECH. DIFFUSER
1X4 PARABOLIC
10'-0"
D5
WALL MOUNTED LIGHT FIXTURE
A107 A503
8'-0"
1X4 FLUORESCENT FIXTURE
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
RETURN MECH. REGISTER
DOWN LIGHT
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
8'-0" EXIT LIGHT FIXTURE
4' - 1 1/8"
SPRINKLER HEADS
C4
9'-8"
D
1. JOINTS IN PRECAST PLANKS SHALL BE FILLED WITH CEMENTITIOUS LEVELING COMPOUND IN MULTIPLE APPLICATIONS AS REQUIRED TO PROVIDE A SMOOTH LEVEL CEILING SURFACE FOR APPLICATION OF CEILING FINISH.
A107 A503
1' - 0 1/8"
8'-0"
CONSULTANT
D
3' - 4 3/8"
4' - 0"
8'-0"
NO RT H
INE CH L MAT
SOUTH
BASEMENT REFLECTED CEILING PLAN PRINTED: 12/10/2008 1:14:33 PM
1/8" = 1'-0"
0'
8'
16'
KEY PLAN
24'
C
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
BASEMENT REFLECTED CEILING PLAN
FILE LOCATION:
SHEET NUMBER:
A107 1
2
3
4
5
6
1
2
3
4
5 ING TH W R O N
ING TH W U O S
E
9'-4"
6 REFLECTED CEILING PLAN LEGEND
9'-4"
1X4 FLUORESCENT FIXTURE
GYPSUM WALL BOARD CEILING AND/OR SOFFIT PAINTED. SEE PLANS AND FINISH SCHEDULE FOR CEILING HEIGHTS AND EXTENTS.
2X4 FLUORESCENT FIXTURE
PLASTER CEILING- SEE NOTE 1 ON PRECAST PLANKS
2X2 FLUORESCENT FIXTURE
SUSPENDED ACOUTICAL TILE CEILING
RECESSED FLUORESCENT LIGHT FIXTURE
1X4 PARABOLIC
WALL MOUNTED LIGHT FIXTURE
E
AR C H I T E C T U RE
SUPPLY MECH. DIFFUSER
P
RETURN MECH. REGISTER
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
DOWN LIGHT
L
A
N
N
I
N G
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
9'-4" EXIT LIGHT FIXTURE
D4 9'-4"
A108 A503
SPRINKLER HEADS SIM EQ
1. JOINTS IN PRECAST PLANKS SHALL BE FILLED WITH CEMENTITIOUS LEVELING COMPOUND IN MULTIPLE APPLICATIONS AS REQUIRED TO PROVIDE A SMOOTH LEVEL CEILING SURFACE FOR APPLICATION OF CEILING FINISH.
10'-0"
CONSULTANT
D4 A108 A503
9'-4"
EQ
D
D
9'-4"
9'-4" 9'-4"
E4 A108 A503
9'-4"
NO RT H
INE CH L MAT
SOUTH
FIRST FLOOR REFLECTED CEILING PLAN PRINTED: 12/10/2008 1:14:39 PM
1/8" = 1'-0"
0'
8'
16'
24'
KEY PLAN
C
C
SO UT HW ING NO RT HW ING
9'-4"
8'-0"
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B
9'-4"
MARK DATE
DESCRIPTION
MA TC HL INE
6/30/07
A
A NO RT H
9'-4"
SOUTH
FIRST FLOOR REFLECTED CEILING PLAN FILE LOCATION:
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
FIRST FLOOR REFLECTED CEILING PLAN SHEET NUMBER:
KEY PLAN
1/8" = 1'-0"
0'
1
100% CONSTRUCTION DOCS.
2
3
4
8'
16'
A108
24'
5
6
1
2
3
4
5
ING TH W U O S
NG H WI T R NO
6
REFLECTED CEILING PLAN LEGEND
E
1X4 FLUORESCENT FIXTURE
GYPSUM WALL BOARD CEILING AND/OR SOFFIT PAINTED. SEE PLANS AND FINISH SCHEDULE FOR CEILING HEIGHTS AND EXTENTS.
2X4 FLUORESCENT FIXTURE
PLASTER CEILING- SEE NOTE 1 ON PRECAST PLANKS
2X2 FLUORESCENT FIXTURE
SUSPENDED ACOUTICAL TILE CEILING
RECESSED FLUORESCENT LIGHT FIXTURE
SUPPLY MECH. DIFFUSER
1X4 PARABOLIC
E
P
D5 A109 A503
EQ
TYP
EQ
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
RETURN MECH. REGISTER
WALL MOUNTED LIGHT FIXTURE
AR C H I T E C T U RE
DOWN LIGHT
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
C5
9'-4"
EXIT LIGHT FIXTURE
A109 A503
8'-0"
8'-0" SPRINKLER HEADS 8'-0"
8'-0"
1. JOINTS IN PRECAST PLANKS SHALL BE FILLED WITH CEMENTITIOUS LEVELING COMPOUND IN MULTIPLE APPLICATIONS AS REQUIRED TO PROVIDE A SMOOTH LEVEL CEILING SURFACE FOR APPLICATION OF CEILING FINISH.
D
CONSULTANT
D
B5 A109 A503
D5
9'-4"
A109 A503
C5
TYP
A109 A109
NO RT H
8'-0"
SEE C5/A109 FOR THIRD FLOOR REFLECTED CEILING PLAN THIS AREA
SOUTH NE CHLI MAT
9'-4"
C5 REFLECTED CEILING PLAN
SECOND AND THIRD FLOOR REFLECTED CEILING PLAN 1/8" = 1'-0" PRINTED: 12/10/2008 1:14:51 PM
KEY PLAN
8'-0"
0'
8'
16'
A109 A109
24'
1/8" = 1'-0"
0'
8'
16'
24'
C
C SO UT HW ING NO RT HW ING
NEW RESIDENCE HALL CAREER SERVICES SITE
D5 A503 A109
TYP
9'-4" EQ
VIRGINIA TECH BLACKSBURG, VA
EQ
B
B MARK DATE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
8'-0"
8'-0"
D5
9'-4"
A503 A109
MA TC HL INE
TYP
A NO RT H
A
SOUTH
SECOND AND THIRD FLOOR REFLECTED CEILING PLAN FILE LOCATION:
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
SECOND AND THIRD FLOOR REFLECTED CEILING PLAN SHEET NUMBER:
0'
2
208-16714
KEY PLAN
1/8" = 1'-0"
1
PROJECT NO:
3
4
8'
16'
5
A109
24'
6
1
2
3
4
5
ING TH W U O S
E
ING TH W R O N
6
REFLECTED CEILING PLAN LEGEND
9'-4"
1X4 FLUORESCENT FIXTURE
GYPSUM WALL BOARD CEILING AND/OR SOFFIT PAINTED. SEE PLANS AND FINISH SCHEDULE FOR CEILING HEIGHTS AND EXTENTS.
2X4 FLUORESCENT FIXTURE
PLASTER CEILING- SEE NOTE 1 ON PRECAST PLANKS
2X2 FLUORESCENT FIXTURE
SUSPENDED ACOUTICAL TILE CEILING
RECESSED FLUORESCENT LIGHT FIXTURE
SUPPLY MECH. DIFFUSER
1X4 PARABOLIC
E
P
EQ
A110 A503
EQ
WALL MOUNTED LIGHT FIXTURE
TYP C5
9'-4"
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
RETURN MECH. REGISTER
D5 8'-0"
AR C H I T E C T U RE
DOWN LIGHT
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
EXIT LIGHT FIXTURE
A110 A503
8'-0"
8'-0" SPRINKLER HEADS 8'-0"
8'-0"
1. JOINTS IN PRECAST PLANKS SHALL BE FILLED WITH CEMENTITIOUS LEVELING COMPOUND IN MULTIPLE APPLICATIONS AS REQUIRED TO PROVIDE A SMOOTH LEVEL CEILING SURFACE FOR APPLICATION OF CEILING FINISH.
D
D
8'-0"
11'-11"
E5
B5
A110 A503
A110 A503
CONSULTANT
TYP
11'-11"
8'-0"
NO RT H
NE CHLI MAT
SOUTH
FOURTH FLOOR REFLECTED CEILING PLAN PRINTED: 12/10/2008 1:15:08 PM
1/8" = 1'-0"
0'
C
8'
16'
24'
KEY PLAN
C
SO UT HW ING NO RT HW ING
9'-4"
NEW RESIDENCE HALL CAREER SERVICES SITE
D5 A110 A503
8'-0"
TYP
B
9'-4" EQ
VIRGINIA TECH BLACKSBURG, VA
B
EQ
MARK DATE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
8'-0"
8'-0"
E5 A110 A503
11'-11"
MA TC HL INE
TYP
A
A
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
NO RT H
SHEET TITLE:
FOURTH FLOOR REFLECTED CEILING PLAN
SOUTH
FOURTH FLOOR REFLECTED CEILING PLAN
SHEET NUMBER:
FILE LOCATION:
1/8" = 1'-0"
0'
1
2
3
4
8'
16'
24'
5
KEY PLAN
6
A110
1
2
3
4
5
6 36' - 3 1/4" 2' - 3"
15' - 10 5/8"
7"
A201 A602
50' - 4"
DS
DS
DS
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL FOURTH FLOOR 33' - 0"
A
N
N
I
N G
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
FOURTH FLOOR 33' - 0" ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
PREFINISHED ALUMINUM SINGLEHUNG WINDOW WITH INSULATED LOWE GLAZING TYPICAL
% GLASS TO TOTAL WALL AREA = 17.2%
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL THIRD FLOOR 22' - 8"
THIRD FLOOR 22' - 8" ARCH. PRECAST CONCRETE PANEL
ARCHITECTURAL PRECAST CONCRETE PANELS - TYPICAL
ARCHITECTURAL PRECAST CONCRETE TRIM
D
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
ATTIC 43' - 2"
DS
AR C H I T E C T U RE P
8' - 4"
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL ATTIC 43' - 2"
PREFINISHED ALUMINUM LOUVER ARCHITECTURAL PRECAST CONCRETE TRIM
2' - 0"
TOP OF CONCRETE COPING 50' - 4"
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
E
LINE OF ROOF BEYOND TYP.
7"
A3
5'
TOP OF PARAPET
7"
E
5'
7"
5'
ROOF LINE BEYOND
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
7"
5'
7"
2' - 3"
5'
5'
15' - 10 5/8"
9' - 4"
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
7' - 0"
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
TOP OF PARAPET 16' - 4"
PAINTED STEEL GUARDRAIL - SEE LANDSCAPE DWGS
SECOND FLOOR 12' - 4"
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
CONSULTANT
SECOND FLOOR 12' - 4"
D
PREFINISHED INSULATED METAL PANELS TYPICAL FIRST FLOOR 0"
FIRST FLOOR 0"
PAINTED STEEL HANDRAIL
82.83
82.83 ARCHITECTURAL PRECAST CONCRETE
77.05
ARCHITECTURAL PRECAST CONCRETE ARCH
EXTENTS OF LOCAL STONE VENEER
ARCHITECTURAL PRECAST FRAMED OPENING AND WINDOW SEAT
PREFINISHED ALUMINUM LOUVER
BASEMENT -11' - 0"
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
C1 ELEVATION SOUTHEAST
PRINTED: 12/10/2008 1:15:19 PM
A102 A201
C1 ELEVATION KEY
C5 ELEVATION EAST
1/8" = 1'-0"
0'
8'
16'
A102 A201
24'
1/8" = 1'-0"
0'
C5 8'
16'
24'
C
C
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM B5 A201 A509
ELEVATION AT BACK OF GABLE -TYP. ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
TOP OF PARAPET 50' - 4"
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ROOF LINE BEYOND ATTIC 43' - 2" COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ATTIC 43' - 2"
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
VIRGINIA TECH BLACKSBURG, VA
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
B
ARCHITECTURAL PRECAST CONCRETE PANELS - TYPICAL
FOURTH FLOOR 33' - 0" ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
B
FOURTH FLOOR 33' - 0"
FOURTH FLOOR 33' - 0"
MARK DATE
DOWNSPOUTS STRAPS @ 10'-4" O.C. - TYPICAL
THIRD FLOOR 22' - 8" OFFSET DOWNSPOUT AT WATERTABLE TYPICAL
TERMINATE ARCHITECTURAL PRECAST CONCRETE WATERTABLE
ARCHITECTURAL PRECAST CONCRETE TRIM
SECOND FLOOR 12' - 4"
1' - 6"
ARCHITECTURAL PRECAST CONCRETE TRIM
LIGHT FIXTURE ON ARCH. PRECAST CONCRETE PANEL
FIRST FLOOR 0" 82.83 EXTENTS OF LOCAL STONE VENEER
PANEL JOINT, CENTERED OVER WINDOW OPENING - TYPICAL
83.07 FIRST FLOOR 0"
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
83.07 NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
5' - 0"
AUTOMATIC DOOR BUTTON FIRST FLOOR 0"
SECOND FLOOR 12' - 4"
3' - 0"
SECOND FLOOR 12' - 4"
A
PREFINISHED INSULATED METAL PANEL - TYPICAL
A6
ELEVATION KEY
A5 ELEVATION NORTH GABLE
1/8" = 1'-0"
0'
1
2
3
8'
16'
24'
4
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
EXTERIOR ELEVATIONS
A5
A1 ELEVATION EAST
PROJECT NO:
SHEET TITLE:
A1
FILE LOCATION:
100% CONSTRUCTION DOCS.
THIRD FLOOR 22' - 8"
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
A102 A201
DESCRIPTION
6/30/07
% GLASS TO TOTAL WALL AREA = 16.8%
THIRD FLOOR 22' - 8"
A
NEW RESIDENCE HALL CAREER SERVICES SITE
A102 A201
1/8" = 1'-0"
0'
8'
5
16'
SHEET NUMBER:
A6 ELEVATION SOUTH ENTRY 24'
A102 A201
1/8" = 1'-0"
0'
6
8'
16'
24'
A201
1
2
3
4
5
6
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
E
E ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
TOP OF PARAPET 46' - 4"
COPPER CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ATTIC 43' - 2"
AR C H I T E C T U RE P
PREFINISHED ALUMINUM LOUVER
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
DS
DS
DS
FOURTH FLOOR 33' - 0"
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
% GLASS TO TOTAL WALL AREA = 13.2%
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
ARCHITECTURAL PRECAST CONCRETE ARCH SECOND FLOOR 12' - 4"
D
1' - 6" 3' - 0"
D
CONSULTANT
ARCHITECTURAL PRECAST CONCRETE TRIM
5' - 0"
LIGHT FIXTURE ON ARCH. PRECAST CONCRETE PANEL
FIRST FLOOR 0"
FIRST FLOOR 0"
82.98
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
EXTENTS OF LOCAL STONE VENEER
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
C1 ELEVATION WEST A102 A202
C5 ENLARGED ELEVATION
1/8" = 1'-0"
0'
8'
16'
A202 A202
24'
1/4" = 1'-0"
0'
4'
8'
12'
C1
A5
C
C A6
ELEVATION KEY
36' - 3 1/4" 2' - 3"
15' - 10 5/8"
7"
7"
7"
7' - 0"
5' LINE OF ROOF BEYOND TYP.
9' - 4"
A4
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
7"
5'
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
5'
5'
7"
2' - 3"
7"
5'
15' - 10 5/8"
5'
PRINTED: 12/10/2008 1:15:27 PM
A1
PREFINISHED ALUMINUM LOUVER 2' - 0"
A202 A602
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
8' - 4"
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
TOP OF PARAPET
ATTIC 43' - 2"
DS
ATTIC 43' - 2"
DS COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND TYPICAL
% GLASS TO TOTAL WALL AREA = 16.3 %
B
NEW RESIDENCE HALL CAREER SERVICES SITE
46' - 4"
FOURTH FLOOR 33' - 0"
FOURTH FLOOR 33' - 0" PREFINISHED ALUMINUM SINGLEHUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
THIRD FLOOR 22' - 8"
VIRGINIA TECH BLACKSBURG, VA
B MARK DATE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
THIRD FLOOR 22' - 8" C5 A202 A202
SECOND FLOOR 12' - 4"
SECOND FLOOR 12' - 4"
ARCHITECTURAL PRECAST CONCRETE TRIM TERMINATE AT GABLE ENDS - TYPICAL 3' - 0"
1' - 6"
5' - 0"
LIGHT FIXTURE ON ARCH. PRECAST CONCRETE PANEL
FIRST FLOOR 0"
FIRST FLOOR 0"
80.32
A
BASEMENT -11' - 0"
PREFINISHED ALUMINUM WINDOW WITH INSULATED LOW-E GLAZING AND INSULATED METAL PANEL - TYPICAL
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
83.07
A
75.65
76.50
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
LOCAL STONE VENEER WALL WITH ARCH. PRECAST CONCRETE COPING - SEE LANDSCAPE DRAWINGS
CAST IRON BOOT -TYP. STONE CONTROL JOINT BEHIND DOWNSPOUT -TYP.
PAINTED STEEL GUARDRAIL - SEE LANDSCAPE DWGS
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
EXTERIOR ELEVATIONS
A102
PAINTED STEEL HANDRAIL
PROJECT NO:
EXTENTS OF LOCAL STONE VENEER
FILE LOCATION:
SHEET NUMBER:
A1 ELEVATION NORTHWEST A102 A202
A5 ELEVATION
1/8" = 1'-0"
0'
1
2
3
8'
4
16'
24'
A202 A101
1/8" = 1'-0"
5
0'
A6 ELEVATION 8'
16'
24'
A202
1/8" = 1'-0"
0'
8'
6
16'
24'
A202
2
3
4
5
5' -
" -7 5'
PREFINISHED ALUMINUM LOUVER 5'
7"
A2
NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
7" 5' -
5' 5'
7"
7' - 8"
2' - 0"
A203 A602
15' - 10 5/8"
5'
7" 5' -
7' - 0"
E
" -7
2' - 3"
2' - 3"
LINE OF ROOF BEYOND - TYPICAL
LINE OF ROOF BEYOND TYP.
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
ARCHITECTURAL PRECAST CONCRETE TRIM COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
COPPER GUTTERS, CONDUCTOR HEADS AND DOWNSPOUTS - TYPICAL
ATTIC 43' - 2"
FOURTH FLOOR 33' - 0"
15' - 10 5/8"
2' - 3" SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
" -7
5' -
7"
7"
5' -
7"
7" 5' -
7"
E
PREFINISHED ALUMINUM LOUVER A1 A203 A602
2' - 0"
5'
15' - 10 5/8"
7' - 0"
15' - 10 5/8"
PREFINISHED ALUM LOUVER IN SYNTHETIC SLATE SHED DORMER
7' - 8"
2' - 3"
9' - 4"
SYNTHETIC SLATE SHINGLE ROOF 12:12 SLOPE
6
36' - 3 1/4"
36' - 3 1/4"
9' - 4"
1
ATTIC 43' - 2"
FOURTH FLOOR 33' - 0"
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
ARCHITECTURAL PRECAST CONCRETE WINDOW SURROUND - TYPICAL
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL
PREFINISHED ALUMINUM SINGLE-HUNG WINDOW WITH INSULATED LOW-E GLAZING TYPICAL THIRD FLOOR 22' - 8"
THIRD FLOOR 22' - 8" NOTE: PROVIDE SEALANT & BACKER ROD AT ALL JOINTS BETWEEN ARCH. PRECAST CONCRETE AND LOCAL STONE VENEER
D
CONSULTANT
ARCHITECTURAL PRECAST CONCRETE COPING AND TRIM
SECOND FLOOR 12' - 4"
SECOND FLOOR 12' - 4"
D
ARCHITECTURAL PRECAST CONCRETE TRIM
PAINTED STEEL GUARDRAIL SEE LANDSCAPE DWGS
FIRST FLOOR 0"
FIRST FLOOR 0"
PAINTED STEEL HANDRAIL SEE LANDSCAPE DWGS
PAINTED STEEL GUARDRAIL SEE LANDSCAPE DWGS 77.06
82.98
82.83
EXTENTS OF LOCAL STONE
PREFINISHED ALUMINUM LOUVER
BASEMENT -11' - 0"
C1 ELEVATION SOUTHWEST
PRINTED: 12/10/2008 1:15:34 PM
A102 A203
C4 ELEVATION NORTH
1/8" = 1'-0"
0'
16'
32'
A102 A203
48'
1/8" = 1'-0"
0'
16'
32'
C
48'
C4
C
C1
ELEVATION KEY
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
EXTERIOR ELEVATIONS
FILE LOCATION:
SHEET NUMBER:
A203 1
2
3
4
5
6
1
2
3
4
5
6
TYPICAL HIGH SLOPE ROOF: SYNTHETIC SLATE SHINGLES ON SELF-ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM ON LIGHT GAUGE METAL TRUSSES
E
E
LOW SLOPE ROOF: EPDM FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
PREFABRICATED, CORROGATED METAL CATWALK WITH RAILINGS R-30 LOOSE FILL INSULATION
P
ATTIC 43' - 2"
STUDENT ROOM 412
SEE TYPICAL WALL SECTION SHEET A302
FOURTH FLOOR 33' - 0"
STUDENT ROOM 312
STUDENT ROOM 212
CORRIDOR B106
CORRIDOR B105
THIRD FLOOR 22' - 8"
THIRD FLOOR 22' - 8"
SECOND FLOOR 12' - 4"
SECOND FLOOR 12' - 4"
WORK STATION 107
OFFICE 111
FIRST FLOOR 0"
TEST KITCHEN 013
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
BASEMENT -11' - 0"
SEE TYPICAL SECTION A3/A301 FOR NOTES
C1 BUILDING SECTION TYPICAL PRINTED: 12/10/2008 1:15:39 PM
7 5 7 . 3 2 1 . 9 6 0 0
GRADE VARIES SEE CIVIL DWGS
CONCRETE SLAB ON GRADE
DRILLED PIER CAISSON FOUNDATION SYSTEM - SEE STRUCT DWGS
1/8" = 1'-0"
V .
SEE CIVIL DWGS FOR UNDERGROUND UTILITY INFORMATION
BASEMENT -11' - 0"
A102 A301
N G
D
GRADE VARIES SEE CIVIL DWGS
CORRIDOR A005
I
CONSULTANT
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING SLAB - SEE STRUCT DWGS
FIRST FLOOR 0"
STUDENT STORAGE 014
N
STUDENT ROOM 213
CORRIDOR C205
FILE & STORE 108
N
LOCAL STONE VENEER, AIR SPACE, R-10 RIGID INSULATION OVER BITUMINOUS DAMPROOFING ON CMU BACKUP
D OFFICE 126
A
FOURTH FLOOR 33' - 0"
STUDENT ROOM 313
CORRIDOR D305
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
ATTIC 43' - 2"
STUDENT ROOM 413
CORRIDOR E405
AR C H I T E C T U RE
C3 BUILDING SECTION LONG 0'
8'
16'
A102 A301
24'
1/8" = 1'-0"
0'
8'
16'
24'
C
C
INSULATED ROOF DECK SYSTEM ON STEEL FRAMING AT MECHANICAL ROOM
LIGHT GAUGE MTL TRUSSES @ 4'-0" O.C.
PAINTED STEEL HANDRAIL
NEW RESIDENCE HALL CAREER SERVICES SITE
STEEL GRATE STEPS UPTO CATWALK MECHANICAL ROOM
VIRGINIA TECH BLACKSBURG, VA
ATTIC 43' - 2"
B
B MARK DATE
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
FOURTH FLOOR 33' - 0" 10" PRECAST CONC. PLANKS W/2" TOPPING SLAB-TYP -SEE STRUCT DWGS THIRD FLOOR 22' - 8" CEILING AS SCHEDULED
SECOND FLOOR 12' - 4"
FIRST FLOOR 0"
A
A
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
BUILDING SECTIONS BASEMENT -11' - 0"
FILE LOCATION:
SHEET NUMBER:
A3 BUILDING SECTION LONG A102 A301
1
2
1/8" = 1'-0"
3
0'
4
5
8'
6
16'
24'
A301
SIM
4 5 6
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
B3
A302 A506
A4
A302 A506
C4
A302 A505
A102 A302
3/4" = 1'-0"
0'
1'-4"
CONTINUOUS WATERSTOP
PERIMETER SLAB INSULATION
2'-8"
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL - SLOPE TO FLOOR DRAIN IN MECH. ROOM
METAL FLASHING
CONT. REGLET
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CIP
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
INSULATED METAL PANEL - INTEGRAL W/ WINDOW FRAME
MEETING RAIL
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CEILING AS SCHEDULED
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
3" PRECAST ARCHITECTURAL CONCRETE PANEL W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PRECAST CONCRETE LINTEL - SEE STRUCT DWGS
CONT SEALANT- TYP.
GWB ON 1 1/2" METAL CHANNELS @ 2' 0" O.C. SECURED TO LIGHT GUAGE TRUSSES
4'
D3
D3
A302 A505
E3
A302 A505
A302 A505
A4
3/4" = 1'-0"
B6 WALL SECTION A408 A302
E3 A302 A505
A302 A505
A1
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
SIM
A302 A505
D3
A302 A505
E3
SIM
A302 A511
WATERPROOF MEMBRANE W/ PROTECTION BOARD AND DRAINAGE LAYER TYP; SEE ENLARGED DETAIL ON D5/A303
FIRST FLOOR 0"
ARCHITECTURAL PRECAST CONRETE HEADER
ARCHITECTURAL PRECAST CONCRETE WATERTABLE
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE TRIM
COPPER GUTTER W/ DOWNSPOUTS
A106 A509
D6
SYNTHETIC SLATE SHINGLES ON SELF ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM
0'
1'-4"
2'-8"
WATERPROOF MEMBRANE,DRAINAGE LAYER AND PROTECTION BOARD
THROUGH WALL FLASING - SEE ENLARGED DETAIL ON D5/A303
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
INSULATED METAL PANEL- INTEGRAL W/WINDOW FRAME
MEETING RAIL
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CEILING AS SCHEDULED
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
4'
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 8" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CONT. SEALANT - TYP.
GWB ON 1 1/2" MTL CHANNELS @ 2' 0" O.C. SECURED TO LIGHT GUAGE METAL TRUSSES
FRTW 2 X 8 PLATE
LIGHT GAUGE METAL TRUSSES @ 4'-0" O.C. TYP. - SEE STRUCT DWGS
NOTE: ALL ARCHITECTURAL PRECAST PANEL JOINTS SHALL BE SEALED W/ CONTINUOUS SEALANT & BACKER ROD. ALL JOINT BETWEEN ARCH PRECAST CONCRETE PANELS AND LOCAL STONE VENEER SHALL BE SEALED W/ CONT. SEALANT OVER MORTAR SUBSTRATE - TYP.
E
MOLDED HIGH FLOW BASE DRAINAGE PANEL
C3 A302 A505
CONT. METAL CLEAT
NAILABLE ROOF DECK SYSTEM ON METAL FRAMING BEARING ON WALL AND ROOF TRUSSES
20 GUAGE FLAT SEAM COPPER FLASHING - CONTINIOUSLY SOLDER ALL SEAMS,OVER SELF ADHERING BITUMEN MEMBRANE
5
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
BASEMENT -11' - 0"
B2
A302 A505
C2
A302 A505
D2
A302 A505
C2
A302 A505
D2
A302 A505
E2
A302 A505
ARCHITECTURAL PRECAST CONCRETE LOUVER SURROUND
FIRST FLOOR 0"
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
R-30 LOOSE FILL INSULATION
LIGHT GAUGE METAL TRUSSES @ 4'-0" O.C. TYP. - SEE STRUCT. DWGS
TYPICAL EXTERIOR WALL ASSEMBLY FOR FLOORS 2 THROUGH 4: 6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
SYNTHETIC SLATE SHINGLES ON SELF ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM
A106 A508
C1
TOP OF WALL
50' - 4 1/4"
PRINTED: 12/10/2008 1:15:44 PM
4
A6 WALL SECTION
FILE LOCATION:
5' - 8" 3' - 0" 5' - 8" 3' - 0" 5' - 8" 3' - 0"
3 9' - 4"
3
7' - 4"
5' - 8" 3' - 0" 5' - 8"
2 3' - 0"
1 5' - 8"
A 3' - 0"
B 2
9' - 4"
1 6
E
D
C
A
AR C H I T E C T U RE
P L A N
V . 7 5 7 . 3 2 1 . 9 6 0 0
F . 7 5 7 . 3 2 1 . 9 6 0 1
E . H E
MARK DATE 6/30/07
N
W
PROJECT NO: 208-16714
DRAWN BY: PRP
CHECKED BY: Checker
SHEET NUMBER:
A302
I
V
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
. C O M
CONSULTANT
D
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B DESCRIPTION 100% CONSTRUCTION DOCS.
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET TITLE:
WALL SECTIONS
5 6
D3 A302 A505
SIM
A302 A505
E3
A302 A505
A102 A303
3/4" = 1'-0"
A6 WALL SECTION
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
SIM
A302 A505
D3
A302 A505
E3
A302 A505
D3
0'
1'-4"
2'-8"
CONTINUOUS WATERSTOP
4'
LAP THROUGH WALL FLASHING 2" OVER WATERPROOF MEMBRANE - TYP
SEE ENLARGED DETAIL ON D5/A303 PERIMETER SLAB INSULATION - TYP
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
BASE AS SCHEDULED - TYP
THROUGH WALL FLASHING
CONT. REGLET
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
METAL FLASHING
CONT. REGLET
INSULATED METAL PANEL
MEETING RAIL
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
FIXED TRANSOM WITH INSULATED GLAZING
CEILING AS SCHEDULED
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
FINISH EXPOSED UNDERSIDE OF PLANKS AS SCHEDULED - TYP.
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING ON 8" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PRECAST CONCRETE LINTEL - SEE STRUCT DWGS
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
TYPICAL LOW SLOPE ROOF:FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
ARCHITECTURAL PRECAST CONCRETE HEADER
C4
A303 A505
D5
A303 A505
D5
A303 A505
E5
A303
3/4" = 1'-0"
B6 WALL SECTION
A303 A505
B4
A303 A505
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
BASEMENT -11' - 0"
FIRST FLOOR 0"
D4 A303 A505
ARCHITECTURAL PRECAST CONCRETE TRIM
SECOND FLOOR 12' - 4"
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
STONE VENEER BEYOND
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE COPING
46' - 4" TOP OF WALL
0'
CONTINUOUS WATERSTOP
1'-4"
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
WATERPROOF MEMBRANE W/ PROTECTION BOARD AND DRAINAGE LAYER - TYP; SEE ENLARGED DETAIL ON D5/A303
THROUGH WALL FLASHING
CONT. REGLET
ARCHITECTURAL PRECAST SILL
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
ARCHITECTURAL PRECAST CONCRETE SILL
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
FACE OF PILASTER BEYOND
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
FINISH EXPOSED UNDERSIDE OF PLANKS AS SCHEDULED - TYP.
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
FACE OF PILASTER BEYOND
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
TYPICAL LOW SLOPE ROOF: EPDM FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
ARCH PRECAST PANEL BEYOND
PARAPET BEYOND
2'-8"
4'
B1 A303 A505
D1
C1
A303 A505
C1
A303 A505
D1
A303 A505
0'
1'-4"
2'-8"
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
4'
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CONCRETE SLAB ON STEEL DECK STAIR LANDING - TYP PAINT UNDERSIDE OF STAIR LANDINGS & STAIR STRUCTURE AS SCHEDULED TYP.
THROUGH WALL FLASHING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CONCRETE SLAB ON STEEL DECK STAIR LANDING - TYP PAINT UNDERSIDE OF STAIR LANDINGS & STAIR STRUCTURE AS SCHEDULED TYP.
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
CONCRETE SLAB ON STEEL DECK STAIR LANDING - TYP PAINT UNDERSIDE OF STAIR LANDINGS & STAIR STRUCTURE AS SCHEDULED TYP.
BASE AS SCHEDULED - TYP
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
ARCHITECTURAL PRECAST CONCRETE LINTEL - SEE STRUCT DWGS
3" ARCHITECTURAL PRECAST CONCRETE PANEL, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 8" CMU W/ HORIZ. JOINT REINFORCING. ARCHITECTURAL PRECAST CONNECTIONS AS DESIGNED BY PRECAST MANUFACTURER - TYP.
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
NOTE: ALL ARCHITECTURAL PRECAST PANEL JOINTS SHALL BE SEALED W/ CONTINUOUS SEALANT & BACKER ROD. ALL JOINT BETWEEN ARCH PRECAST CONCRETE PANELS AND LOCAL STONE VENEER SHALL BE SEALED W/ CONT. SEALANT OVER MORTAR SUBSTRATE. - TYP.
3/4" = 1'-0"
D5 WALL SECTION A106 A303
C1 A303 A505
A303 A505
A303 A505
D1
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
FIRST FLOOR 0"
WATERPROOF MEMBRANE W/ PROTECTION BOARD AND DRAINAGE LAYER TYP; SEE ENLARGED DETAIL ON D5/A303
A303 A505
A1
ARCHITECTURAL PRECAST CONCRETE HEADER
ARCHITECTURAL PRECAST CONRETE WATERTABLE
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
STONE VENEER BEYOND
ATTIC 43' - 2"
TYPICAL LOW SLOPE ROOF: FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
ARCH PRECAST PANEL BEYOND
PARAPET BEYOND
5
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
1" PROTECTION BOARD - TYP
E3 A302 A505
B3
A303 A505
B1
SIM
A302 A505
D3
A302 A505
E3
A106 A508
C4
46' - 4" TOP OF WALL
1' - 2"
PRINTED: 12/10/2008 1:15:53 PM
4
BASEMENT -11' - 0"
FIRST FLOOR 0"
ARCHITECTURAL PRECAST CONRETE HEADER
ARCHITECTURAL PRECAST CONRETE WATERTABLE
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
5' - 8" 3' - 0" 5' - 8" 3' - 0" 5' - 8" 3' - 0"
3' - 0" 4' - 4" 3' - 0"
FILE LOCATION:
4 9' - 4"
3 5' - 8"
3
3' - 0"
2
4' - 4"
1 3' - 0"
A 4' - 4"
D 3' - 0"
E 2
6' - 4"
1 6
E
C
B
A
AR C H I T E C T U RE
P L A N
V . 7 5 7 . 3 2 1 . 9 6 0 0
F . 7 5 7 . 3 2 1 . 9 6 0 1
E . H E
MARK DATE 6/30/07
N
W
PROJECT NO: 208-16714
DRAWN BY: PRP
CHECKED BY: DKS
SHEET NUMBER:
A303
I
V
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
. C O M
CONSULTANT
D
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B DESCRIPTION 100% CONSTRUCTION DOCS.
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET TITLE:
WALL SECTIONS
8"
2 3 4 5
3/4" = 1'-0"
0'
1'-4"
C6 A304 A505
2'-8"
4'
GRADE BEAM - SEE STRUCTURAL DRAWINGS
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
1' - 0" A304
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
ARCHITECTURAL PRECAST CONCRETE BENCH BEYOND
ARCHITECTURAL PRECAST CONCRETE ARCH
6" LOCAL STONE, 8" CMU, 6" LOCAL STONE W/ HORIZ. JOINT REINFORCING & GROUTED SOLID
THROUGH WALL FLASHING
ARCHITECTURAL PRECAST CONCRETE COPING. - SEE DETAIL -
6 3/4" = 1'-0"
B6 WALL SECTION
2' - 1 5/8"
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
B6 A304 A505
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
MOLDED HIGH FLOW BASE DRAINAGE PANEL
D4 A303 A505
ARCHITECTURAL PRECAST CONCRETE HEADER
ARCHITECTURAL PRECAST CONCRETE WATERTABLE
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
D5
SIM A
A303 A505
D5
A303 A505
CONTINUOUS WATERSTOP
0'
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
POUROUS FILL ADJACENT TO DRAINAGE PANEL FINISH AS SCHEDULED
FINISH AS SCHEDULED
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
RECESSED WALK-OFF MAT
CEILING AS SCHEDULED
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
1'-4"
LIGHT GUAGE METAL TRUSSES @ 4'-0" O.C. TYP. - SEE STRUCT DWGS
2'-8"
FIRST FLOOR 0"
4'
BASEMENT -11' - 0"
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
5
A102 A304
B
A304 A510
E5
CEILING AS SCHEDULED
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
A6 A304 A505
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
COPPER GUTTER W/ DOWNSPOUTS
SYNTHETIC SLATE SHINGLES ON SELF ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM
4
A5 WALL SECTION
SIM
D5 A303 A505
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING - SEE STRUCT DWGS
B
FIRST FLOOR 0"
A303 A505
D4
D5 A303 A505
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
TYPICAL LOW SLOPE ROOF: EPDM FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON PRECAST PLANKS
PRINTED: 12/10/2008 1:16:00 PM
3
SECOND FLOOR 12' - 4"
ARCHITECTURAL PRECAST CONCRETE BEYOND
THIRD FLOOR 22' - 8"
ARCHITECTURAL PRECAST CONCRETE BEYOND
FOURTH FLOOR 33' - 0"
LINE OF STONE BEYOND
ARCHITECTURAL PRECAST CONCRETE BEYOND
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE COPING
A303 A505
E5
NOTE: ALL ARCHITECTURAL PRECAST PANEL JOINTS SHALL BE SEALED W/ CONTINUOUS SEALANT & BACKER ROD. ALL JOINT BETWEEN ARCH PRECAST CONCRETE PANELS AND LOCAL STONE VENEER SHALL BE SEALED W/ CONT. SEALANT OVER MORTAR SUBSTRATE. - TYP.
9' - 4" 9' - 4" 8' - 3 5/8"
1 9' - 4"
A 9' - 4"
FILE LOCATION:
C
1' - 0 3/8"
D 8' - 4 5/8"
E 2
11 3/8"
1 6
E
A
AR C H I T E C T U RE
P L A N
V . 7 5 7 . 3 2 1 . 9 6 0 0
F . 7 5 7 . 3 2 1 . 9 6 0 1
E . H E
MARK DATE 6/30/07
N
W
PROJECT NO: 208-16714
DRAWN BY: PRP
CHECKED BY: DKS
SHEET NUMBER:
A304
I
V
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
. C O M
CONSULTANT
D
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B DESCRIPTION 100% CONSTRUCTION DOCS.
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET TITLE:
WALL SECTIONS
4 5 A404 A305
6 3/4" = 1'-0"
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
D4
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
MOLDED HIGH FLOW BASE DRAINAGE PANEL
A304 A505
B6
A303 A505
SIM
C
A303 A505
D5
A303 A505
D5
C 0'
1'-4"
2'-8"
CONTINUOUS WATERSTOP
PERIMETER SLAB INSULATION
4'
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
BASE AS SCHEDULED - TYP
CIP CONCRETE FOUNDATION WALL
POUROUS FILL ADJACENT TO DRAINAGE PANEL
CEILING AS SCHEDULED
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
RECESSED WALK OFF MAT
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING AND PREFINISHED ALUMINUM SILL FLASHING - TYP
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING AND PREFINISHED ALUMINUM SILL FLASHING - TYP
10" PRECAST CONCRETE PLANKS W/ 2" TOPPING - SEE STRUCT DWGS
COAT STEEL SURFACE WITH ASPHALTIC COATING - TYP
PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING AND PREFINISHED ALUMINUM SILL FLASHING TYP
10" PRECAST CONCRETE PLANKS SEE STRUCT DWGS
D2
B2
A302 A505
C2
A302 A505
D2
A302 A505
C2
A302 A505
3/4" = 1'-0"
D6 WALL SECTION A102 A305
E2 A302 A505
A302 A505
CONCRETE GRADE BEAM AND DRILLED PIER FOUNDATION SYSTEM - SEE STRUCT DWGS
MOLDED HIGH FLOW BASE DRAINAGE PANEL
CONTINUOUS PERIMETER FOUNDATION DRAINAGE SYSTEM
BASEMENT -11' - 0"
FIRST FLOOR 0"
SECOND FLOOR 12' - 4"
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ATTIC 43' - 2"
ARCHITECTURAL PRECAST CONCRETE PANEL
0'
CONTINUOUS WATERSTOP
PERIMETER SLAB INSULATION
4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL
1'-4"
STEP STONE TO FOLLOW GRADE SEE EXTERIOR ELEVATIONS
GRADE VARIES - SEE EXTERIOR ELEVATIONS
6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
10" PRECAST CONCRETE PLANKS WITH 2" TOPPING SLAB - SEE STRUCT DWGS
BASE AS SCHEDULED - TYP
3" ARCHITECTURAL PRECAST CONCRETE PANEL W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
PREFINISHED ALUMINUM WINDOW WITH INSULATED GLAZING
5/8" GWB ON 2 1/2" METAL FRAMING @ 2'-0" O.C. ATTCHED TO UNDERSIDE OF TRUSSES
R-30 LOOSE FILL INSULATION
LIGHT GUAGE METAL TRUSSES @ 4'0" O.C. TYP. - SEE STRUCT. DWGS
SYNTHETIC SLATE SHINGLES ON SELF ADHERING BITUMEN MEMBRANE ON NAILABLE ROOF DECK SYSTEM
COPPER FLASHING
2'-8"
4'
5
A6 WALL SECTION
B 4" SLAB-ON-GRADE OVER VAPOR BARRIER ON 4" DRAINAGE FILL - SLOPE AWAY FROM BLDG
ARCHITECTURAL PRECAST CONCRETE BENCH BEYOND
ARCHITECTURAL PRECAST CONCRETE ARCH
6" LOCAL STONE, 8" CMU, 6" LOCAL STONE W/ HORIZ. JOINT REINFORCING & GROUTED SOLID
THROUGH WALL FLASHING
ARCHITECTURAL PRECAST CONCRETE COPING
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
ARCHITECTURAL PRECAST CONCRETE SHAPE BEYOND
E3 A302 A505
TYPICAL LOW SLOPE ROOF: EPDM FULLY ADHERED SINGLE PLY MEMBRANE ROOF OVER R-30 RIGID DECK INSULATION ON 10" PRECAST PLANKS
TYPICAL EXTERIOR GABLE WALL ASSEMBLY 6" LOCAL STONE VENEER W/ ADJUSTABLE MASONRY ANCHORS, 3/8" DRAINAGE LAYER, R-10 RIGID INSULATION, BITUMINOUS DAMPROOFING, 12" CMU W/ HORIZ. JOINT REINFORCING
ARCHITECTURAL PRECAST CONCRETE
C3 A106 A508
4
BASEMENT -11' - 0"
1' - 0"
ATTIC 43' - 2"
9' - 4"
ARCHITECTURAL PRECAST CONCRETE COPING
3
FIRST FLOOR 0"
SECOND FLOOR 12' - 4"
2' - 1 5/8"
NOTE: ALL ARCHITECTURAL PRECAST PANEL JOINTS SHALL BE SEALED W/ CONTINUOUS SEALANT & BACKER ROD. ALL JOINT BETWEEN ARCH PRECAST CONCRETE PANELS AND LOCAL STONE VENEER SHALL BE SEALED W/ CONT. SEALANT OVER MORTAR SUBSTRATE. - TYP.
9' - 4"
PRINTED: 12/10/2008 1:16:07 PM
5' - 8" 3' - 0" 5' - 8"
FILE LOCATION:
3
3' - 0"
2
5' - 8"
1 2' - 0"
A 9' - 4"
D 5' - 2"
E 2
3' - 0"
1 6
E
A
AR C H I T E C T U RE
P L A N
V . 7 5 7 . 3 2 1 . 9 6 0 0
F . 7 5 7 . 3 2 1 . 9 6 0 1
E . H E
MARK DATE 6/30/07
N
W
PROJECT NO: 208-16714
DRAWN BY: PRP
CHECKED BY: DKS
SHEET NUMBER:
A305
I
V
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
. C O M
CONSULTANT
D
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B DESCRIPTION 100% CONSTRUCTION DOCS.
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET TITLE:
WALL SECTIONS
1
2
3
4
5
6
SUSPENDED GWB CEILING SYSTEM
E
E
AR C H I T E C T U RE P
PAINTED STEEL HANDRAIL/GUARD RAIL
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
A3 A401 A504
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
11 EQUAL RISERS
ATTIC 43' - 2"
C3
7 EQUAL RISERS
A401 A504
A2 A401 A504
D
FOURTH FLOOR 33' - 0"
CONSULTANT
D PAINTED STEEL STAIR WITH METAL GRATE TREADS
D5 SECTION STAIR E422 A401
1/4" = 1'-0"
0'
4'
8'
12'
CAP TOP OF ELEVATOR SHAFT WITH 10" PRECAST PLANKS. GROUT SOLID ENDS OF CORES MINIMUM OF 8" DEEP - TROWEL ENDS SMOOTH
HOIST BEAM - SEE STRUCTURAL DRAWINGS
FIRE-RATED ELEVATOR SHAFT ENCLOSURE FIRESTOP AND SEAL AROUND ALL PENETRATIONS WITH FIRE-RATED SEALANT.
SIM
CMU SOAP COARSE AT PRECAST PLANK BEARING - TYP.
6 EQ RISERS
9 EQ RISERS
9 EQ RISERS
NEW RESIDENCE HALL CAREER SERVICES SITE
A401 A504
VIRGINIA TECH BLACKSBURG, VA
SECOND FLOOR 12' - 4" E6
B
9 EQ RISERS
SECOND FLOOR 12' - 4"
SECOND FLOOR 12' - 4"
A401 A504
TYP.
MARK DATE
6 EQ RISERS
4 EQ R
7 EQ RISERS
E5 A401 A504
OH
A401 A504
9 EQ RISERS
3' - 4"
BASEMENT -11' - 0"
OH
6 EQ RISERS
4 EQ R
SIM
PAINTED STEEL PIT LADDER - SEE DTL A1/A504
D2 A401 A504
6 EQ RISERS
9 EQ RISERS
B1
FIRST FLOOR 0"
FIRST FLOOR 0"
FIRST FLOOR 0"
9 EQ RISERS
9 EQ RISERS
9 EQ RISERS
FIRST FLOOR 0"
E5 A401 A504
OH
BASEMENT -11' - 0"
BASEMENT -11' - 0"
A
A401 A504
D2
6" CMU PARTION BELOW STAIR
A401 A504
6" CMU PARTITION BELOW STAIR
-15' - 0" ELEVATOR PIT SUMP - SEE STRUCTURAL DRAWINGS
FILE LOCATION:
1/4" = 1'-0"
0'
1
4'
8'
12'
A2 SECTION STAIR WEST A102 A401
2
1/4" = 1'-0"
0'
4'
3
8'
12'
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY
SHEET NUMBER:
A5 SECTION STAIR EAST
A4 SECTION A404 A401
208-16714
STAIR AND ELEVATOR SECTIONS
A4
A401 A504
SIM
PROJECT NO:
SHEET TITLE:
E1
A404 A401
100% CONSTRUCTION DOCS.
A5 A401 A504
A1 SECTION
DESCRIPTION
6/30/07
A401 A504
A
9 EQ RISERS E5
SECOND FLOOR 12' - 4"
D1
PAINT UNDERSIDE AND ALL EXPOSED SURFACES OF STEEL STAIR STRUCTURE - TYP.
4 EQ R
C1 A401 A504
THIRD FLOOR 22' - 8" 9 EQ RISERS
THIRD FLOOR 22' - 8"
9 EQ RISERS
TYP
9 EQ RISERS
A401 A504
A401 A504
FIRE-RATED STAIR ENCLOSURE - FIRESTOP AND SEAL AROUND ALL PENETRATIONS WITH FIRE-RATED SEALANT
6 EQ RISERS 6 EQ RISERS
A107 A504
C
D6
TYP.
6 EQ RISERS
9 EQ RISERS
D5
THIRD FLOOR 22' - 8"
FOURTH FLOOR 33' - 0"
6 EQ RISERS
9 EQ RISERS
FIRE-RATED STAIR ENCLOSURE - FIRESTOP AND SEAL AROUND ALL PENETRATIONS WITH FIRE-RATED SEALANT
THIRD FLOOR 22' - 8"
B
FOURTH FLOOR 33' - 0"
FOURTH FLOOR 33' - 0"
B1
10' - 2"
B4 A401 A504
FOURTH FLOOR 33' - 0"
GROUT SOLID OPEN PLANK CORES TO A THICKNESS OF 8" MIN. - TROWEL SMOOTH WITH FACE OF CMU SHAFT WALL - TYP.
A401 A504
7 EQ RISERS 6 EQ RISERS
C
B4
10' - 2"
10' - 2"
CLEAR ELEVATOR OVERRUN
12' - 4"
ATTIC 43' - 2"
ATTIC 43' - 2"
ATTIC 43' - 2"
9 EQ RISERS
PRINTED: 12/10/2008 1:16:15 PM
10' - 2"
ATTIC 43' - 2"
A401
1/4" = 1'-0"
0'
4
4'
8'
12'
5
1/4" = 1'-0"
0'
4'
8'
6
12'
A401
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
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PRINTED: 12/10/2008 1:16:15 PM
CONSULTANT
D
D
C
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
Author
CHECKED BY:
Checker
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
NOT USED
FILE LOCATION:
SHEET NUMBER:
A402 1
2
3
4
5
6
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
PRINTED: 12/10/2008 1:16:15 PM
CONSULTANT
D
D
C
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
Author
CHECKED BY:
Checker
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
NOT USED
FILE LOCATION:
SHEET NUMBER:
A403 1
2
3
4
5
6
S3 TBX
TBA-14
3' - 0" 1' - 8 7/8"
A6
TBA-12 TBA-13 S3-30 MBM
TBA-12 TBA-13 S3 XBM
TBA-13
TBA-2
TBA-2
EQ
FD
TBA-12 M6-1
TBA-2
S3 XBM
S3 MBX
M6-1
EQ
TBA-2
C
1' - 8 7/8"
5' - 1 3/8"
4'
S3-30 MBRM
TBA-12
S3 MBX
S3 XBT
2' - 0 1/4"
TBA-14
S3 XX H2-1 LBX
S3 XX
EWC - SEE PLUMBING DWGS
MEN'S A022
TBA-1
8' - 8"
4'
8'
12'
5' - 0" TBA-1
TBA-4
S6 XBX
TBA-5
S3-30 XBRX
B1 A406
I
I TBA-4
7' - 0
S6 XBX
I
1/2"
WOMEN'S A024
8' - 8"
A
TBA-5
12' -
S6 XBX
C WOMEN'S B137
TBA-1
B
C
TBA-3
TBA-1 TBA-3
DIRECTOR OFFICE 143
S3 XB TBA-6
TACKABLE WALL PANELS
TBA-1 TBA-3
S3 XBX
S3-30
5' - 6 1/8"
5' - 5 1/2"
TBA-15
S3-30 XBX
S3 XBX
H.C. ACCESSORIES EWC - SEE ELEC. DWGS
MOP SINK-SEE PLUMBING DWGS.
8' - 3 7/8" CONFERENCE ROOM 1 141
11 1/8" S
S3-30 XBX
HK 139
S3
NEW RESIDENCE HALL CAREER SERVICES SITE
TBA-17
M8
" 7 1/2
I FD
E4 A406
D
S3 BX
TBA-3
FD
3' - 7 1/4" S3-30 XBRX
TBA-5
TBA-5
3' - 4"
16' - 6"
3/8"
28' - 3 5/8"
FD
C
MEN'S B135
TBA-15 TBA-6
B1 A406
A
I
12' - 0"
M12-1
VIRGINIA TECH BLACKSBURG, VA
TACKABLE WALL PANELS
TBA-15
B
12' - 0"
S6-1 XX
MARK DATE
M12-1
5' - 8"
3' - 8"
2' - 0"
3' - 4"
15' - 8"
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
24' - 0"
B3 TYPICAL UNIT_1
A3 A102 A602
A103 A404
B4 TOILETS AT BASEMENT A101 A404
1/4" = 1'-0"
7/8" 8' - 3
0'
4'
8'
12'
1/4" = 1'-0"
CPT
S
TBA-14
S
8'
12'
A102 A404
1/4" = 1'-0"
0'
4'
8'
12'
S
M12-30
KITCHEN 007A
CLOSET A009
CT
" 4' - 8
" 4' - 6
4'
S3 MX
TBA-12
S3 MX
TBA-12
" 3 7/8 14' -
S3 XX
Q
0'
B5 TOILETS AND CONFERENCE AT FIRST FLOOR
S6-30 XBCX
S
" 1' - 4
6" 24' -
D
" 4' - 8
E1 A406
A
BATH 008A
REF.
B TBA-18
C4 A406
D FD
S3 MM
B
C
B
TBA-2 S3 MM MT
C DW
B4 A406
D
A
C
3' X 3' TOOLED CONCRETE SCORE PATTERN- CENTER GRID ON DOOR OPENING
S
S
S3 XX
A
0" 11' -
A
8' - 5 3/4" TBA-15
FD
B
2' - 5 3/4"
S6 XX TBA-6
83.17
4' - 5 1/8"
5' - 10"
TBA-11
STUDENT ROOM
0'
H
DS
" 1' - 4
11 1/2"
TBA-1 TBA-6
S
M1212-30
WALL MOUNTED LIGHT FIXTURE - SEE ELEC. DWGS.
83.07
1/4" = 1'-0"
12'
2' - 9"
3' - 0"
BATH
TBA-6
" 3' - 0
8'
2' - 9"
FD
7' - 5
" 8 1/2
AUTOMATIC DOOR OPERATOR BUTTON
83.29
83.17
4'
S3-1
FD
TBA-1
83.29
A.D.A. ACCESSIBLE ENTRANCE
0'
S3 MBX
STUDENT ROOM
S3-30 XBRX
ASSOCIATE DIRECTOR 134
A
A103 A404
1/4" = 1'-0"
XBX 1' - 6"
S6-30 XBX M8-30
VESTIBULE B126
B
12'
TBA-6
S
X
RECESSED WALK-OFF MAT
8'
8' - 8 3/4"
20' M8
A404 A405
72 .00 °
A103 A404 0'
D6 THIRD FLOOR VARIATION
TBA-13
A
S3 XX
I
FACP- SEE ELEC. DWGS.
D6
83.29
1/4" = 1'-0"
D5 BATH G
S3-1
H2-1 TBL
RECEPTION 132
S3 XT
FD
CLOSET 011B S3 MX S3 MX TX
BATH 011A
S6-30 XBCX
A
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
24' - 1 1/4" TBA-2
M12-1 TBA-6
ENLARGED PLANS
M12-1
TBA-6
TBA-11 14' - 8"
9' - 7 3/4"
5' - 10 7/8"
6' - 1 3/4"
36' - 4 3/8"
FILE LOCATION:
A1 ENLARGED PLAN: LOBBY FIRST FLOOR A102 A404
1/4" = 1'-0"
SHEET NUMBER:
A3 KITCHEN AND BATHS AT BASEMENT 0'
1
. C O M
H2-1 LBX
S3
B
V
TBA-6
S3-30
C
W
TBA-6
A404 A512
S3-30 XX
D
S
H2-1 LBX
5' - 0"
B
A1 A408
E
FCU - SEE MECH. DWGS
3' - 11 3/4"
3/8" 5' - 8
C
M8
M8-2
A
H
D
FD
5' - 5 7/8"
I
A5 A406
C
E .
CONSULTANT
TBA-11
5' - 0"
S3 XBM TBA-12
1' - 6"
5' -
" 4 3/4
B
A
H2-1 LBT
B5 A407
TBA-14
6' - 10 5/8"
M6-30
A2
B1 A408
S3 XX
S3 XX
" 3' - 2
D
G
" 6' - 0
D
S
" 8' - 8
PAINTED STEEL ELEVATOR PIT LADDER
WAINSCOTING
12'
TBA-2
S3 XBM
7 5 7 . 3 2 1 . 9 6 0 1
A
2' - 9"
5' - 1 3/8"
5' - 7 1/4"
5' - 4"
" 3' - 4
M88-30
A103 A404 8'
S3-1
H
LOBBY B127
S3 TBX
TBA-14
S3 XX
4'
1' - 6"
F .
S3 XX
XBX D1 M12-2 A401 A504
7 5 7 . 3 2 1 . 9 6 0 0
TBA-2
0'
6' - 10 5/8"
ELEVATOR B131
3' - 0"
S3 XBT
A404 A401
" 3' - 2
FIRE-RATED STOREFRONT SYSTEM
G
TBA-12
D4 BATH F
1/4" = 1'-0"
V .
TBA-6
7' - 0 3/4"
M8-2
A103 A404
A1
3/4"
V
S
S3 XBT
D3 BATH E
HOUSING DIRECTOR 133
8' - 0
M88-30
N G
12'
5' - 11"
4' - 6"
UP
H2-1 LBX
4' - 5 1/2"
10' - 3 7/8"
S3 XX
H2-1 LBX H2-1 TBL
I
KITCHEN 326A
TBA-11
FD
TBA-11
FD
TBA-14
TBA -18
S3-30 MBM
S
H2-1 XBL
TBA-13
FD
TBA-13
N
WALL CABINETS ABOVE
TBA-14
VESTIBULE B128
M8-2
14' - 6 7/8"
S
S3 XBM
M8-2
8'
17' - 4"
3' - 3"
1' - 8 7/8"
TBA-14
STAIR B129
4'
S3
S
TBA-12
TBA-11
3' - 0" TBA-11
C
DN
PRINTED: 12/10/2008 1:16:24 PM
1' - 8 7/8"
0'
8' - 11 7/8"
5' - 3"
83.29
C
3' - 0"
TBA-13 TBA-12
1/4" = 1'-0"
REF.
S3 MBX
TBA-2
TBA-13 S3-30 MBM
FD
A103 A404
12'
N
FD
3' - 0"
S3 XBM
TBA-6
TBA-2
S3 MBX
E4 W
8'
A
H2-1 TBL
TBA-2
A404 A504
4'
1' - 8"
TBA-2
M6-30
A
0'
EQ
5' - 7 1/4"
LEVEL OF EXIT DISCHARGE BARRIER GATE
EQ
M
H2-1 LBX
4' - 6"
B1 A406
1' - 6"
E5 BATH D
2' - 0"
M6-30
10' - 2 3/4"
A1
Y
1/4" = 1'-0"
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
TBA-4
TBA-15
3' - 4 7/8"
A404 A401
B
D
A103 A404
12'
A4
DS
A102 A602
8'
AR C H I T E C T U RE P
TBA-5
5' - 6 1/2"
FD
17' - 9 1/8"
A6 A102 A202
4'
TOILET 324
TBA-1
E4 BATH C 0'
1' - 6"
EWC- SEE PLUMBING DWGS.
M6-30
5' - 1"
E3 BATH B 1/4" = 1'-0"
VENDING 322
10' - 2 3/4"
EQ
E
A
A
1' - 11" CLR
10' - 2 3/4"
A103 A404
TBA-13
TBA-6
EQ
M12-1
4' - 6" 4' - 1 1/8" CLEAR
3' - 6 1/2"
TBA-6
TBA-2
83.29
S
S3-30 MBM
S3 XBM
S3 MBX
TBA-11
TBA-12
S
TBA-12
11' - 0"
DS
1' - 8 7/8"
1' - 7 1/2" 3' - 4"
5' - 6"
S
FD
5' - 3"
83.07
3' - 0" FD
M6-30
3' - 0"
S
FD
3' - 0" FD
S
5' - 6"
E
A404 A305
3' - 1 5/8" CLEAR
4' - 1 1/8" CLEAR
4' - 6"
TBA-14
S3 XBT
5' - 10 3/4" CLEAR
6' - 6 1/4"
TBA-14
5' - 3"
4' - 8"
S3 TBX
S3 XBT
6' - 2 1/2"
3' - 10"
TBA-14
6
H2-1 LBT
S3 XX
TBA-14 4' - 4 1/2"
12' - 9 3/4"
H2-1 LBXT
H2-1 LBX
4' - 6"
3' X 3' TOOLED CONCRETE SCORE PATTERN- CENTER GRID ON DOOR OPENING
H2-1 LBX
S3 XX
TBA-18
S3 XBX
H2-1 LBX H2-1 LBT
H2-1 LBX
1' - 9"
H2-1 LBXT
TBA-11
H2-1 LBXX
5 TBA-6
4 TBA-11
3 S3 XX
2 S3 XX
1
4'
2
8'
12'
A101 A404
1/4" = 1'-0"
0'
3
4'
8'
4
A404
12'
5
6
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
D6 Callout (2) of RECEPTION A404 A405
1/2" = 1'-0"
PRINTED: 12/10/2008 1:16:25 PM
CONSULTANT
D
D
C
C
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
Author
CHECKED BY:
Checker
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
INTERIOR DETAILS
FILE LOCATION:
SHEET NUMBER:
A405 1
2
3
4
5
6
1
2
3
4
DAMPROOFING RIGID INSULATION W/ TAPED JOINTS DRAINAGE LAYER
PRECAST COPING STONE SHAPE # 1 SLOPE FLASHING MIN. 1/8" PER FOOT CAVITY VENT TAPERED PRECAST WALL CAP STONE SLOPING MORTAR BED HOKIE STONE VENEER
E 2
THROUGH WALL FLASHING
A501
HOKIE STONE VENEER
WINDOW ANCHORS
ROPE WEEPS
SHIMS
PRECAST CONCRETE SURROUND JAMB
P.T. BLOCKING IF SHOWN
PRECAST CONCRETE SILL BELOW - SEE INDIVIDUAL DETAILS FOR SHAPES
0'
1'-4"
2'-8"
INTERIOR FINISHES AND FRAMING IF SHOWN
6 A501
FLASHING DRIP IN PRECAST
8" CMU WITH VERTICAL JAMB REINFORCEMENT
SHIMS SEALANT & BACKER ROD
SEALANT & BACKER ROD
CMU BOND BEAM
STEEL ANGLE FOR SUPPORT OF PRECAST ABOVE - SEE STRUCT
WINDOW PERIMETER SEALANT
DETAIL - HEAD
A501
1 1/2" = 1'-0"
L
A
N
N
I
N G
DAMPROOFING
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
ALUMINUM STOREFRONT
DETAIL - JAMB
7
P
RIGID INSULATION W/ TAPED JOINTS
STONE VENEER
SEALANT
AR C H I T E C T U RE
CMU WALL
DRAINAGE LAYER
P.T. BLOCKING - IF SHOWN
SEALANT
E
INTERIOR FINISHES AND FRAMING IF SHOWN
LEVEL TOP COURSE OF STONE WITH MORTAR AND SET FLASHING IN BED OF MASTIC OR SEALANT
WINDOW ANCHORS
ALUMINUM STOREFRONT
4'
WINDOW TRIM IF SHOWN WOOD BLOCKING IF SHOWN
FLASHING PAN BEYOND
RAKE BACK MORTAR JOINT 1" AND INSTALL SEALANT AROUND PERIMETER OR SURROUND
FLASHING PAN WITH END DAMS
SEALANT SHIMS
PRECAST CONCRETE SILL
HOKIE STONE VENEER
CMU BOND BEAM
ALUMINUM STOREFRONT
WINDOW FLASHING PAN
DAMPROOFING
PRECAST CONCRETE SURROUND HEADER - SEE DETAILS FOR SHAPE PRECAST CONCRETE JAMB BEYOND WINDOW PERIMETER SEALANT
3/4" = 1'-0"
RIGID INSULATION W/ TAPED JOINTS
INTERIOR FINISHES AND FRAMING IF SHOWN
6
WINDOW FLASHING PAN BEYOND (TURN EDGES UP MIN 1") WINDOW PERIMETER SEALANT
DRAINAGE LAYER
CMU WALL
MORTAR NET
E1 DETAIL
5
8 A501
1 1/2" = 1'-0"
DETAIL - SILL 1 1/2" = 1'-0"
CONCRETE MASONRY BACKUP WALL WITH DAMPROOFING HOKIE STONE VENEER 2 PIECE THROUGH WALL FLASHING
CONSULTANT
COUNTER FLASHING STEP FLASHING
D
D
SLATE SHINGLES
ROOF SYSTEM (NOT SHOWN FOR CLARITY)
D1 DETAIL A501
3/4" = 1'-0"
0'
1'-4"
2'-8"
4'
2"MIN.,3" MAX. NOMINAL CAVITY 2" TYP. VARIES
6" NOMINAL STONE
DAMPROOFING
PRINTED: 12/10/2008 1:16:30 PM
RIGID INSULATION W/ TAPED JOINTS CAVITY DRAINAGE LAYER VENEER ANCHORS @ 16" O.C. MAX. VERTICALLY AND 24" O.C. MAX. HORIZONTALLY MAX. 2.0 S.F. VENEER PER TIE THROUGH WALL FLASHING MORTAR NET BELOW INSULATION
C
1 1/2"
C
FLASHING PAN W/ HEMMED DRIP EDGE 1/2 FLASHING HEIGHT
BED FLASHING IN MASTIC OR SEALANT ROPE WEEPS - EXTEND ABOVE MORTAR NET CUT STONE OR SHELF ANGLE GROUT SOLID BELOW GRADE
C1 DETAIL A501
3/4" = 1'-0"
0'
1'-4"
2'-8"
4'
STONE ANCHOR BLOCKOUT OR SLOT COMPLETELY FILLED W/ MORTAR PRIOR TO SETTING
3/8"
NEW RESIDENCE HALL CAREER SERVICES SITE
3/8" 1/4"
3/8"
B
INSTALL SEALANT ON TOP SIDE OF FLASHING AT FRONT EDGE ONLY. LEAVE 1" SECTION OF SEALANT OUT AT 5'-0" INTERVALS TO VENT PARAPET CAP STONE SEALANT
DO NOT INSTALL SEALANT ABOVE FLASHING ON ROOF SIDE OF PARAPET PARAPET CAP FLASHING WITH COUNTERFLASHING RECEIVER, & BUTTON OR OTHER REMOVABLE FASTNER SEALANT
4" MAX.
1/4" MIN.
3/8"
VIRGINIA TECH BLACKSBURG, VA
B SHOULDER ARRISES OF STONE DO NOT ALIGN WITH FACE OF WALL
COUNTERFLASHING 1/4" MIN.
STAINLESS STEEL TERMINATION BAR & FASTENER
MARK DATE
DESCRIPTION
6/30/07
FULLY ADHERED EPDM ROOF MEMBRANE
100% CONSTRUCTION DOCS.
1"
MORTAR IS RECESSED
B1 DETAILS A501
3" = 1'-0" ANCHOR SLEEVE OF SAME MATERIAL AND GAUGE AS CAP FLASHING
STANDING SEAM (PARAPET JOINTS ONLY)
0
2"
MAX. 1 1/4" STONE SEPARATION LARGER "JUMPER STONES" TO BE RANDOMLY DISTRUBED THROUGHOUT WALL
6' MAX. HORIZONTAL JOINT LENGTH
FILE LOCATION:
SHOULDER ARRISES OF STONES ALIGN WITH FACE OF WALL 3/4" MIN. OR WIDTH OF JOINT
VERTICAL JOINTS NO GREATER THAN 3 STONES HIGH.
1:4
RECTANGULAR STONES GENERALLY LAID WITH LONG DIMENSION HORIZONTAL
MAX. RATIO OF EACH STONE HEIGHT TO LENGTH 4" MIN. STONE EDGE DIMENSION (VERTICAL AND HORIZONTAL)
RANDOM ASHLAR PATTERN
0'
1
1'-4"
2'-8"
POINT IN 3 LIFTS
INCORRECT
2
208-16714
DRAWN BY:
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CHECKED BY:
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COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
FLASHING AND STONEWORK DETAILS
A501
A4 DETAILS A501
1:1
3
A
PROJECT NO:
SHEET NUMBER:
A3 DETAILS 4'
PARAPET CAP FLASHING
FLAT SEAM
#4 BAR SPACED PER STRUCTURAL ENGINEER
CORRECT
A501
1 1/2" = 1'-0"
MORTAR PROJECTS AND IS "FEATHER-EDGED" ONTO FACE OF STONES
FLAT - STRUCK JOINT AT FACE OF WALL
RAKE BACK SETTING MORTAR
A1 HOKIE STONE VISUAL GUIDELINES A501
SOLDERED OR WELDED JOINT AROUND PERIMETER
INCORRECT
INCORRECT USE LEVEL TO OBTAIN TRUE HORIZONTAL AND VERTICAL STRUCK JOINTS MIN. 2" OFFSET BETWEEN PARALLEL JOINTS
3/4" ,+1/2" ,-1/4" JOINT WIDTH W/ 1/2" STRIKE
A
OR
90
3"
STONE COLOR MIX. BLACK 15% CREY BUFF 85% ( PURPLE , PINK, GREY )
LINE OF FACE OF WALL (TYP.)
QUARRY DRILLHOLES ORIENTED VERTICALY FROM STONE BOTTOM
4
1:1
5
6
1
2
3
4
6"
1' - 8"
6 1/8"
A
N
N
I
N G
4"
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
1"
3 3/4"
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
8"
1 5/8"
1"
E
W
V
. C O M
7 1/4"
4"
8"
4"
1' - 0"
1' - 4"
1' - 0"
4"
4 5/8"
5 5/8"
4"
7 3/4"
1"
1"
L
3"
3 5/8"
6 1/8"
5 3/4"
4"
10"
4"
9 3/4"
1"
8 3/8"
3 3/4"
4"
8 1/8"
9 3/4"
11"
3 5/8"
10"
1' - 0"
1' - 0 1/2"
AR C H I T E C T U RE P
1" 1"
3 5/8"
3 5/8"
5 3/4"
1" 1"
1"
4 3/8"
7" 3 5/8"
1' - 0"
E
4"
9 3/4"
3 1/8"
6 5/8"
3 5/8"
3"
7 5/8"
1"
6"
3 5/8"
1" 1" 1"
6
2' - 4"
1"
E
5
7 3/4"
1"
3"
5 3/4"
9 3/4"
2"
3 3/4"
1 1/2" CONSULTANT
3 3/4"
D
4"
5 5/8" 6 1/32"
10"
1' - 0 7/8"
1' - 0"
9 31/32"
11 5/8"
6"
9 3/4" 4"
11 5/8"
10"
?
1' - 3 5/8"
1 1/2"
2"
11 5/8"
7 5/8"
5"
?
4"
6 1/32"
3 23/32"
1' - 2"
5"
1' - 3 5/8"
5"
1' - 3 5/8"
1' - 3 5/8"
5 1/2"
1' - 0 1/2"
3"
6"
8 1/2"
1' - 0"
5 1/2"
1' - 0"
8"
2 1/4" 3 3/4"
4" 1' - 0"
11"
1/2"
1' - 0"
1' - 4 1/4"
4"
6"
1' - 4 1/4"
9 3/4"
D
6 1/32"
7 23/32"
3 13/16"
6 1/32"
5 23/32"
4"
4 5/8"
3 11/32"
4"
7 1/8"
11 25/32"
1' - 3 5/8"
4 1/2"
11 23/32"
1' - 4" 11 3/8"
11 5/8"
2' - 0"
5 5/8"
8 13/16"
6"
C 2 1/8"
10"
1' - 7 5/8"
5 3/16"
1' - 1 1/8"
7 1/8"
7 5/8"
1' - 0"
1' - 1 5/8"
6"
11 1/32"
C
7 5/8"
PRINTED: 12/10/2008 1:16:31 PM
1 1/2"
3 1/2"
4"
1' - 11 5/8"
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B 1' - 11 5/8"
B
6"
6"
6"
DESCRIPTION
6/30/07
1' - 3 5/8"
1' - 3 3/4"
1' - 5 5/8"
MARK DATE
100% CONSTRUCTION DOCS.
6"
A
A
PROJECT NO:
208-16714
DRAWN BY:
Author
CHECKED BY:
Checker
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
NOT USED
SHEET NUMBER:
FILE LOCATION:
A1 ARCHITECTURAL PRECAST SHAPES A502
A502
1 1/2" = 1'-0"
1
2
3
4
5
6
1
2
3
TYPICAL DOOR & FRAME SCHEDULE FRAME
DOOR
4
5
6
DETAILS
SIZE MARK
WIDTH
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"
E
D
(2)
(2) (2)
(2) (2)
HEIGHT
MATERIAL
TYPE
MATERIAL
TYPE
FIRE RATING
7' - 6" 7' - 6" 7' - 6" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 7" 7' - 7" 7' - 7" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"
ALUM ALUM ALUM STEEL STEEL WOOD WOOD WOOD WOOD WOOD WOOD WOOD STEEL WOOD STEEL WOOD WOOD WOOD WOOD WOOD WOOD STEEL STEEL ALUM ALUM ALUM
D4 D4 D4 D1 D1 D3 D1
ALUM ALUM ALUM STEEL STEEL STEEL ALUM STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUM STEEL STEEL STEEL WOOD STEEL STEEL STEEL ALUM ALUM WOOD
F4 F5 F3 F1 F1 F1 F13 F1 F2 F1 F2 F6 F8 F9 F10 F7 F1 F2 F2 F2 F2 F12 F1 F11 F14 F15
90 MIN
D1 D1 D1 D4 D4 D4 D1
D6 D1 D4 D1 D4 D4 D1
20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 20 MIN 90 MIN 90 MIN -
HEAD C5/A510 C5/A510 E4/A510 C6/A510 C6/A510 C2/A510 E2/A510 C2/A510 C3/A510 C2/A510 C3/A510 E2/A510 E1/A510 E1/A510 E1/A510 C1/A510 C2/A510 C3/A510 C3/A510 C4/A510 C3/A510 E1/A510 E5/A510 C5/A510 SIM E3/A510 C1/A510
JAMB D5/A510 D6/A510 D6/A510 B5/A510 B5/A510 B2/A510 D2/A510 B2/A510 B3/A510 B2/A510 B3/A510 D2/A510 D1/A510 D1/A510 D1/A510 B1/A510 B2/A510 B3/A510 B3/A510 B4/A510 B3/A510 D1/A510 E6/A510 D4/A510 D4/A510 B1/A510
SILL B6/A510 B6/A510 B6/A510 A6/A510 A6/A510 A4/A510 * * A3/A510 A4/A510 A4/A510 * * A5/A510 * * * * A3/A510 * * A2/A510 A6/A510 A2/A510 SIM A2/A510 SIM A5/A510
HARDWARE
NOTES
4 4 6 3 1,2 9 20,30 11,19,21,22,25,33 10,11,19,21,22,24,25,33,34 7 7,8 27 29 33 29 16,20,26 13,35 13,35 14,15,16,17,20,36 18 12 31 28 5 32 23
1 1 2 VARIES
E
P
8
3,7 3,7 56
N
N
I
N G
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
2
A. ALL WOOD AND STEEL DOORS ARE TO BE 1 3/4" THICK FLUSH, UNLESS OTHERWISE INDICATED.
1. COORDINATE POWER AND DATA REQUIREMENTS OF AUTOMATIC DOOR OPENER AND CARD READER WITH ELECTRICAL DRAWINGS.
B. PROVIDE SEALANT AT PERIMETER OF BOTH SIDES OF DOOR FRAMES.
2. COORDINATE POWER AND DATA REQUIREMENTS OF CARD READER WITH ELECTRICAL DRAWINGS.
C. ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED, TYPICAL.
3. PROVIDE DOOR VIEWER AT STANDARD STUDENT ROOM DOORS AT 5'-6" AFF. PROVIDE ADDITIONAL DOOR VIEWER AT ADA STUDENT ROOMS AT 4-6" AFF.
F.
A
4
DOOR NOTES:
CONSULTANT
D
4. EXTERIOR DOOR FROM OFFICE/WORK 115 TO BE 90 MINUTE RATED.
E. ALL STEEL DOORS SHALL BE PAINTED.
L
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
GENERAL DOOR & FRAME NOTES
D. SILL DETAILS INDICATED " * " DENOTES "SAME FINISH THROUGH OPENING".
AR C H I T E C T U RE
5. PAIR OF WOOD BI-FOLD DOORS WITH TOP AND BOTTOM TRACK. PROVIDE PULL HARDWARE AT EACH DOOR SET.
SEE DESIGN SELECTION SUMMARY FOR SPECIES AND FINISH OF SOLID CORE WOOD DOORS.
G. SEE SPECIFICATIONS FOR DOOR / HARDWARE INDEX AND HARDWARE SET DESCRIPTION.
6. PROVIDE MARBLE THRESHOLD AT ENTRANCE TO STUDENT ROOM BATH AND ENTRANCE TO PUBLIC BATHROOMS. 7. PROVIDE DOOR BELL WITH INTEGRATED LIGHT AT ADA STUDENT ROOMS AS REQUIRED BY CODE. 8. PROVIDE 90 MIN RATED DOOR AT ELECTRICAL 010 ONLY.
Design Selection Summary CPT-1
CT-1A
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583
Style: Casco 59446 Color: Urchin 96305 Installation: Quarter Turn
PRINTED: 12/10/2008 1:16:32 PM
CPT-2
C
CT-1B
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583
CT-2
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583
B
CT-2A
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583 CT-2B
Specifications Shaw Contract Group P.O. Drawer 2128 Dalton, GA 30722-2128 www.shawcontractgroup.com 800.257.7429 Manufacturer’s Representative: Deborah Creamer 757.410.7583
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
CT-3
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
Specifications Crossville P.O. Box 1168 Crossville, TN 38557 www.crossvilleinc.com 931.484.2110 Manufacturer’s Representative: Corey of Mosaic Tile of Virginia 757.498.4848
Specifications Crossville P.O. Box 1168 Crossville, TN 38557 www.crossvilleinc.com 931.484.2110 Manufacturer’s Representative: Corey of Mosaic Tile of Virginia 757.498.4848
Specifications Crossville P.O. Box 1168 Crossville, TN 38557 www.crossvilleinc.com 931.484.2110 Manufacturer’s Representative: Corey of Mosaic Tile of Virginia 757.498.4848
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
CT-4
A
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
Product: Glass Reflections Solids Color: Honey Bee GR16 Size: 2” x 2” Installation: Random alternating with other accent tiles below bullnose tile
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
RB-1
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
Product: Glass Reflections Solids Color: White Ice GR13 Size: 2” x 2” Installation: Random alternating with other accent tiles below bullnose tile
RB-2
Product: Wall Base Color Name: Powder Green 62 Height: 4” RB-3
PT-1
GROUT-2 Specifications Mapei 1144 East Newport Center Drive Deerfield Beach, FL 33442 www.mapei.com 800.426.2734 Manufacturer’s Representative: Patti O’Neill 804.360.5224
PT-2
PT-3
TP-1
SAPC-1
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
Product: Linorette Color: Gibraltar Gold 19470 Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
WOOD-1
Specifications Product: Hardwood ply with transparent finish Veneer Species: light bamboo vertical grain
WOOD-2
Specifications Product: Hardwood with transparent finish Species: light bamboo vertical grain
WOOD-3
Specifications Product: Hardwood ply with transparent finish Veneer Species: light maple
C
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Anthony Bonafede 877.276.7876 ex. 5766
Product: Mineral Fiber Acoustical Ceiling Tile Style Name: Mesa Tile Edge: 682 Beveled Tegular 9/16 IN GFCMU-1 Specifications E. Dillon and Company P.O. Box 160 Swords Creek, VA 24649 www.edillon.com 800.234.8970 Coordinator, Architectural Sales: Teresa Newberry 800.234.8970
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
Product: Ground Face Concrete Masonry Unit Color Name: Desert Castle Finish: Polished CORK-1
Specifications Sherwin Williams www.sherwin-willliams.com
Specifications ?
Specifications Bobrick 100 Bobrick Drive Jackson, TN 38301 www.bobrick.com 731.424.7000 Manufacturer’s Representative: Mike of Rep South 804.550.0025
Product: Sierra Series Color: Forest Green SC04
Specifications Sherwin Williams www.sherwin-willliams.com
G-1
Specifications 3-Form 2300 South 2300 West, Suite B Salt Lake City, UT 84119 www.3-form.com 801.649.2500 Manufacturer’s Representative: Boleyn Hasson 801.649.2649
Product: Mega Cirque Gauge: 3/8” Size: 3’ x 3’
Product: Harmony Paint Color: Lantern Light SW 6687 Finish: Satin
Product: Marmorette Color: Cream 19040
LIN-3
Specifications Sherwin Williams www.sherwin-willliams.com
Product: Harmony Paint Color: Captivating Cream SW 6659 Finish: Satin
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
WP-1
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
Product: Harmony Paint Color: Dover White SW 6385 Finish: Satin
Product: Grout Color: Bahama Beige 04
LIN-2
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
Product: Stair Tread/Riser/Landing Tiles Style: raised disks Color: Fresh Taupe 64
Product: Grout Color: Ivory 39
LIN-1
Specifications Armstrong P.O. Box 3001 Lancaster, PA 17604 www.armstrong.com 717.397.0611 Manufacturer’s Representative: Webb Lancaster 757.288.8656
Product: Wall Base Color Name: Buttercream Color Number: 08 Height: 4”
GROUT-1 Specifications Mapei 1144 East Newport Center Drive Deerfield Beach, FL 33442 www.mapei.com 800.426.2734 Manufacturer’s Representative: Patti O’Neill 804.360.5224
Product: Glass Reflections Solids Color: Olive Oil GR08 Size: 2” x 2” Installation: Random alternating with other accent tiles below bullnose tile
Product: Alta Vista - tile Color: Desert Sand AV50 Size: 12” x 12”
FILE LOCATION:
CT-6
Product: EcoCycle - cove base Color: Wetlands EC101
? CT-1
Product: Glass Reflections Solids Color: Midnight Black GR20 Size: 2” x 2” Installation: Random alternating with other accent tiles below bullnose tile
Product: EcoCycle - bullnose Color: Wetlands EC101
Style: Portland 59387 Color: Camel 96100 Installation: Quarter Turn CPT-5
Product: Alta Vista - bullnose S-44C9 Color: Desert Sand AV50
Product: EcoCycle - tile Color: Wetlands EC101 Size: 12” x 12”
Style: Portland 60498 Color: Urchin 96305 Installation: Monolithic CPT-4
CT-5
Product: Alta Vista - cove base S-36C9T Color: Desert Sand AV50
Style: Jimi 59448 Color: Urchin 96305 Installation: Quarter Turn CPT-3
Specifications Daltile 7834 C.F. Hawn Freeway Dallas, TX 75217 www.daltile.com 800.933.8453 Manufacturer’s Representative: Patti O’Neill 804.360.5224
MARK DATE
Specifications Capri Cork 1860 Charter Lane, Suite 104 Lancaster, PA 17601 www.capricork.com 800.492.2613 Manufacturer’s Representative: Roger Miller 804.262.2064
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
VARIES
Product: Mediterra Homogeneous Cork Tiles Stain: Medium Size: 3/16” x 12” x 12” Installation: apply additional coat of water-based polyurethane after installation Fabric Covered Acoustical Tack Board Panels All Noise Control 3694 23rd Avenue, Unit 2 Lake Worth, FL 33461 www.allnoisecontrol.com 561.585.4703 Manufacturer’s Representative: Sam Sheak 561.585.4703 ex. 223
Product: Acoustic Wall Panels Fabric Color Name: Wheat 130 Edge Detail: Square Size: 4’ x 10’ Doors
A
PROJECT NO:
208-16714
DRAWN BY:
Author
CHECKED BY:
Checker
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
Maple with light stain and clear finish to match WOOD-3
DOOR AND FINISH SCHEDULES
Product: Marmorette Color: Blue Wave 19007 SHEET NUMBER:
A600 1
2
3
4
5
6
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
1
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
CONSULTANT
D
EXTERIOR LOAD BEARING WALLS - 2 HR RATED CONSTRUCTION (TYPICAL)
C 2 HR RATED SHAFT ENCLOSURE ABOVE WITH RATED FLOOR ASSEMBLY
DN
2 HR RATED STAIR ENCLOSURE
C
2 HR RATED LOAD BEARING CONSTRUCTION SUPPORTING EXTERIOR WALL ABOVE
FD
UP
STAIR A003
2 HR RATED STAIR ENCLOSURE - EGRESS TO FIRST FLOOR
LIVING AREA 007
BEDROOM 009
BEDROOM 011
3
5
PANTRY 013A TEST KITCHEN 013
4
1
2
3
CLOSET A009
FD
HK BREAK RM 019
1
BATH 008A
KITCHEN 007A
HK OFFICE 017
FD
2
BATH CLOSET 011A 011B 2
FD
2
2
D D D D D D D D D W W W W W W
PRINTED: 12/10/2008 1:16:35 PM
D
FD
W W W W W FD
W W W W W FD
LAUNDRY ROOM 027
STAIR A029
7
4
LACTATION ROOM 021
STUDY 023
VENDING 025
1
3
2
CNS A033
ELEVATOR A031
3 DW
CORRIDOR A005
B FD
MECHANICAL 002 3
FD
FD
FD
VIRGINIA TECH BLACKSBURG, VA
FD
MEN'S A022
ASSEMBLY
1
3
FD
UL MATRIX
3
16
HK STORAGE 008
FD
NEW RESIDENCE HALL CAREER SERVICES SITE
UP
OFFICE STORAGE 012
STUDENT STORAGE 014
TRAINING 018
2
2
184
ELECTRICAL 010
STOR 018A
1
1
2 HR RATED SHAFT ENCLOSURE - ELEVATOR SHAFT
WOMEN'S A024 1
FD
ELEVATOR EQUIP. 026
RATING
UL
B MARK DATE 6/30/07
FLOOR ASSEMBLIES: 1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
PRECAST CONCRETE PLANKS WITH 2" TOPPING
ELECTRICAL 028
DESCRIPTION 100% CONSTRUCTION DOCS.
EXTERIOR BEARING WALLS:
1
2
INTERIOR PARTITION ASSEMBLIES: DN
STEEL STUD NON-BEARING WALL
SHAFTWALL ASSEMBLIES CMU BEARING & NON-BEARING WALLS
CORRIDOR LOAD BEARING WALL1 HR. RATED CONSTRUCTION TO SUPPORT RATED FLOOR ASSEMBLY
FIRE SAFETY LEGEND A
A
2 HOUR
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION
BASEMENT FLOOR PLAN - LIFE SAFETY
RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER SHEET NUMBER:
FILE LOCATION:
BASEMENT FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
0'
1
2
3
4
10'-8"
5
21'-4"
FP101
32'
6
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
2 HR FIRE RATED LOAD BEARING WALL
1
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
UP
STAIR B157 5
ADMIN ASSISTANCE 178
VESTIBULE 165
DIRECTOR OFFICE 161
3
2
ASSOCIATE VP 180
2
D
OFFICE 159
ADMIN ASSISTANT 176
2
2
OFFICE 157
OFFICE/WORK 163
2
5
CONSULTANT
2
OFFICE 164
2
2
D
OFFICE 172 2
INTAKE & HEARING 153
OFFICE 162
OFFICE 170
2
2
2
2
2 HR FIRE RATED LOAD BEARING WALL
DIRECTOR OFFICE 174
OFFICE 155
OFFICE 149
3
OFFICE 147
INTAKE & HEARING 151
OFFICE 160
OFFICE 168
2
2
2
2
17 6'
2 HR FIRE RATED LOAD BEARING WALL
OFFICE 145
OFFICE/WORK 141
2
OFFICE 158
OFFICE 166
2
2
4
C
OFFICE 154
2
2
2
FD
WOMEN'S B137
OFFICE 156
2 UP
STAIR B103
ASSOC. DIRECTOR OFFICE 105
OFFICE 109
OFFICE 111
OFFICE 113
DIRECTOR OFFICE 117
2
2
2
2
2
DN 5
WORK STATION 107
OFFICE 119
OFFICE 121
OFFICE 123
2
2
2
STAIR B129
CONFERENCE 101
OFFICE 125
7
12
2
UP
15
2
ELEVATOR B131
8
COPY/BREAK RM 140
1
2
FILE & STORE 108
SERVER ROOM 110
OFFICE 112
OFFICE 114
2
2
2
2
LOBBY B127
CORRIDOR B106
RECEPTION 132
49
9
OFFICE 104
B
CONFERENCE ROOM 3 142 18
4
CORRIDOR B132
NEW RESIDENCE HALL CAREER SERVICES SITE
2
2
OFFICE 130
OFFICE 128
OFFICE 126
OFFICE 124
OFFICE 122
OFFICE 120
OFFICE 118
ASSC DIRECTOR OFFICE 116
2
2
2
2
2
2
2
2
10
2
CONFERENCE ROOM 2 144
12
1
HOUSING DIRECTOR 133
OFFICE 148
CORRIDOR B159
HK 139
8
MAX. TRAVEL DISTANCE= 200'
2
2
CORRIDOR B105
2 HR FIRE RATED LOAD BEARING WALL
VESTIBULE B128
OFFICE 150
9
DN
OFFICE/WORK 115
COPY/WORK 102
OFFICE/WORK 146
4
10
C
2
16
MEN'S B135
2 HR FIRE RATED LOAD BEARING WALL
OFFICE 152
CONFERENCE ROOM 1 141
FD
PRINTED: 12/10/2008 1:16:40 PM
2 HR FIRE RATED LOAD BEARING WALL
DIRECTOR OFFICE 143
VESTIBULE B126 SPECIALIST 136
6
RECRUITING & COUNCIL 138
VIRGINIA TECH BLACKSBURG, VA
B
2
2
MARK DATE
UL MATRIX
2 HR FIRE RATED LOAD BEARING WALL
ASSOCIATE DIRECTOR 134 CORRIDOR LOAD BEARING WALL1 HR. RATED CONSTRUCTION TO SUPPORT RATED FLOOR ASSEMBLY
DESCRIPTION
6/30/07
ASSEMBLY
RATING
100% CONSTRUCTION DOCS.
UL
2
2 HR FIRE RATED LOAD BEARING WALL
FLOOR ASSEMBLIES: PRECAST CONCRETE PLANKS WITH 2" TOPPING
2 HR FIRE RATED FLOOR SEPARATION BETWEEN LOBBY & BASEMENT, UL-J901
1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
EXTERIOR BEARING WALLS:
INTERIOR PARTITION ASSEMBLIES: STEEL STUD NON-BEARING WALL
SHAFTWALL ASSEMBLIES CMU BEARING & NON-BEARING WALLS
A
A FIRE SAFETY LEGEND 2 HOUR
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
FIRST FLOOR PLAN LIFE SAFETY
1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION
FILE LOCATION:
FIRST FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
0'
1
2
3
4
10'-8"
5
21'-4"
32'
RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER
6
SHEET NUMBER:
FP102
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0 V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
1
2 HR FIRE RATED LOAD BEARING WALL 2 HR FIRE RATED FLOOR ABOVE 2 HR RATED VESTIBULE
STAIR C257 4
CONSULTANT
D
FD
FD
D
PRINTED: 12/10/2008 1:16:48 PM
2 HR FIRE RATED LOAD BEARING WALL
C
20 0'
C 2 HR FIRE RATED LOAD BEARING WALL 2 HR FIRE RATED LOAD BEARING WALL
2 HR FIRE RATED LOAD BEARING WALL
STUDENT ROOM 239 6
STUDENT ROOM 237
STAIR C203 5
MAX. TRAVEL DISTANCE= 200'
6
FD
FD FD
FD FD
NEW RESIDENCE HALL CAREER SERVICES SITE
FD FD
FD FD
UL MATRIX
SECOND FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
2 HR FIRE RATED LOAD BEARING WALL
VIRGINIA TECH BLACKSBURG, VA
B
ASSEMBLY FD
FD FD
FD FD
FD FD
FD FD
RATING
UL
B
FD
MARK DATE
FD
FD
FLOOR ASSEMBLIES:
6/30/07
1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
PRECAST CONCRETE PLANKS WITH 2" TOPPING
LOUNGE 226
DESCRIPTION 100% CONSTRUCTION DOCS.
EXTERIOR BEARING WALLS:
26
ADA ACCESSIBLE ROOM - TYPICAL
INTERIOR PARTITION ASSEMBLIES: STEEL STUD NON-BEARING WALL
2 HR FIRE RATED LOAD BEARING WALL
SHAFTWALL ASSEMBLIES CORRIDOR LOAD BEARING WALL1 HR. RATED CONSTRUCTION TO SUPPORT RATED FLOOR ASSEMBLY
2 HR FIRE RATED LOAD BEARING WALL
SECOND FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
CMU BEARING & NON-BEARING WALLS
2 HR RATED FLOOR & ROOF ABOVE 2 HR RATED LOBBY BELOW, ULJ901
FIRE SAFETY LEGEND A
A
2 HOUR
PROJECT NO:
208-16714
DRAWN BY:
Author
CHECKED BY:
Checker
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER
SECOND AND THIRD FLOOR PLAN - LIFE SAFETY SHEET NUMBER:
FILE LOCATION:
SECOND FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
1
0'
2
3
4
16'
32'
5
FP103
48'
6
1
2
3
4
5
6
E
E
AR C H I T E C T U RE P
L
A
N
N
I
N G
12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
1
V .
7 5 7 . 3 2 1 . 9 6 0 0
F .
7 5 7 . 3 2 1 . 9 6 0 1
E .
H
E
W
V
. C O M
2 HR FIRE RATED LOAD BEARING WALL
STAIR E457
D
CONSULTANT
STUDY 461
DN
5
D
11
STUDENT ROOM 455 6
CORRIDOR E459
STUDENT ROOM 460
21
7
STUDENT ROOM 453 6
STUDENT ROOM 458
STUDENT ROOM 451
6
STUDENT ROOM 456
6
STUDENT ROOM 449
2 HR FIRE RATED LOAD BEARING WALL
6
STUDENT ROOM 454
6
STUDENT ROOM 447
6
STUDENT ROOM 452
STUDENT ROOM 445
C
6
6
STUDENT ROOM 443
6
STUDENT ROOM 448
6
2 HR FIRE RATED LOAD BEARING WALL
STUDENT ROOM 441
2 HR FIRE RATED LOAD BEARING WALL
6
STUDENT ROOM 446
6
STUDENT ROOM 439
STAIR E403 DN 5
STUDENT ROOM 407
STUDENT ROOM 409
STUDENT ROOM 411
STUDENT ROOM 413
STUDENT ROOM 415
STUDENT ROOM 417
6
6
6
6
6
6
STUDENT ROOM 421
STUDENT ROOM 423
7
6
6
STUDENT ROOM 444
STUDENT ROOM 437 STAIR E429
2 HR FIRE RATED LOAD BEARING WALL
6
6
STUDENT ROOM 419
C
STUDENT ROOM 450 20 0'
PRINTED: 12/10/2008 1:16:55 PM
6
6
MAX. TRAVEL DISTANCE= 200'
STUDENT ROOM 442
6
4
NEW RESIDENCE HALL CAREER SERVICES SITE
6 DN
STUDY 401
FD
11
FD
FD FD
FD
LOBBY E427
FD FD
ELEC. E425
B
CORRIDOR E405
1
SUPPORT E435 HK E433
27
ELEVATOR E431
16
6
STUDENT ROOM 438
2
FD
FD FD
FD FD
STUDENT ROOM 436
FD
BATH 436A
UP
STUDENT ROOM 402
2 HR FIRE RATED LOAD BEARING WALL
7
STUDENT ROOM 404 6
STUDENT ROOM 406
STUDENT ROOM 408
STUDENT ROOM 410
STUDENT ROOM 412
STUDENT ROOM 414
STUDENT ROOM 416
STUDENT ROOM 418
STUDENT ROOM 420
6
6
6
6
6
7
6
6
STAIR E422 5
26
PRECAST CONCRETE PLANKS WITH 2" TOPPING
STUDENT ROOM 434
ADA ACCESSIBLE ROOM - TYPICAL
1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
2 HR FIRE RATED LOAD BEARING WALL SHAFTWALL ASSEMBLIES
CORRIDOR LOAD BEARING WALL1 HR. RATED CONSTRUCTION TO SUPPORT RATED FLOOR ASSEMBLY
2 HR FIRE RATED LOAD BEARING WALL
6/30/07
100% CONSTRUCTION DOCS.
INTERIOR PARTITION ASSEMBLIES: STEEL STUD NON-BEARING WALL
6
UL
DESCRIPTION
EXTERIOR BEARING WALLS:
6
STUDENT ROOM 432
RATING
MARK DATE
FLOOR ASSEMBLIES:
6
LOUNGE 426
B
ASSEMBLY
6
FD FD
VIRGINIA TECH BLACKSBURG, VA
UL MATRIX
FOURTH FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
2
1
FD FD
STUDENT ROOM 440
FD
CMU BEARING & NON-BEARING WALLS
FOURTH FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
FIRE SAFETY LEGEND
A
A
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
2 HOUR
FOURTH FLOOR PLAN - LIFE SAFETY
1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER
FILE LOCATION:
FOURTH FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
0'
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10'-8"
21'-4"
FP104
32'
5
SHEET NUMBER:
6
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CONSULTANT
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NEW RESIDENCE HALL CAREER SERVICES SITE
FD
DN FD
MECHANICAL ROOM 523
UL MATRIX
8
B
VIRGINIA TECH BLACKSBURG, VA
B
DN MARK DATE
ASSEMBLY
RATING
UL
DESCRIPTION
6/30/07
100% CONSTRUCTION DOCS.
FLOOR ASSEMBLIES: PRECAST CONCRETE PLANKS WITH 2" TOPPING
1-HR
UL-J901
CAST-IN-PLACE CONCRETE
2-HR
VUSBC 720.1 (2)
CMU AND STONE VENEER
2-HR
UL-U902
1-HR 30 MIN STC 49 30 MIN STC 54 2-HR 1-HR 1-HR 30 MIN
UL-U419 UL-U419 UL-U451 UL-U415 UL-U415 UL-U905 UL-U906
EXTERIOR BEARING WALLS:
MECHANICAL ROOM FLOOR AND SUPPORTING STRUCTURE - 1 HR RATED CONSTRUCTION TO SUPPORT RATED SHAFT ASSEMBLIES
INTERIOR PARTITION ASSEMBLIES: STEEL STUD NON-BEARING WALL
SHAFTWALL ASSEMBLIES CMU BEARING & NON-BEARING WALLS
FIRE SAFETY LEGEND
A
A
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
ATTIC FLOOR PLAN LIFE SAFETY
2 HOUR 1 HOUR 1/2 HOUR FIRE RATED CONSTRUCTION RATED SHAFT WITH HORIZONTAL RATED CONSTRUCTION AT TOP AND BOTTOM TO MATCH PERIMETER
FILE LOCATION:
ATTIC FLOOR PLAN FIRE PROTECTION 3/32" = 1'-0"
0'
1
2
3
4
10'-8"
21'-4"
5
32'
6
SHEET NUMBER:
FP105
1
2
3
4
5
6
NEW RESIDENCE HALL - CAREER SERVICES SITE
E
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AR C H I T E C T U RE P
L
A
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12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
PROJECT NUMBER: 208-16714 CONSTRUCTION DOCUMENTS 100% SUBMITTAL JUNE 30, 2007
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PRINTED: 12/10/2008 1:16:59 PM
CONSULTANT
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NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B
B MARK DATE
DESCRIPTION
6/30/07
A
ARCHITECT
OWNER
FILE LOCATION:
Virginia Tech 48 Sterrett Facilities Complex Blacksburg, VA 24061 United States of America Bus: (540) 231-3812 E-mail: [email protected]
1
2
HANBURY EVANS WRIGHT VLATTAS + COMPANY 120 Atlantic Street Norfolk, Va 23510 BUS: 757-321-9600 FAX: 757-321-9601 E-mail: [email protected]
3
CIVIL ENGINEER
STRUCTURAL ENGINEER
Draper Aden Associates 2206 South Main Street Blacksburg, VA 24060 United States of America Bus: (540) 552-0444 Mobile: (276) 730-0099 E-mail: [email protected]
Stroud Pence & Associates 4198 Cox Road, Suite 110 Glenn Allen, VA 23060 United States of America Bus: (804) 346-3935 Mobile: (804) 346-3935 E-mail: [email protected]
4
PLUMBING ENGINEER FIRE PROTECTION ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER H.C. Yu 1013 Technology Park Drive Glen Allen, VA 23059 United States of America Bus: (804) 262-6500 E-mail: [email protected]
A
COST ESTIMATING
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
Faithful & Gould 1725 Duke Street, Suite 200 Alexandria, VA 22314 United States of America Bus: (703) 684-6550 E-mail: [email protected]
COVER SHEET
SHEET NUMBER:
G100 5
6
1
2
3
4
5
6
LOCATION MAP
VICINITY MAP
VIRGINIA TECH BLACKSBURG, VA
E PROJECT LOCATION
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12 0 A T L A N T I C S T R E E T NORFOLK , V IRG I N I A 2 3 5 1 0
CONSTRUCTION DOCUMENTS 100% SUBMITTAL PROJECT CODE 208-16714 JUNE 30, 2007
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CONSULTANT
D
D
SYMBOL LEGEND DRAWING INDEX SHEET NAME
PRINTED: 12/10/2008 1:17:02 PM
SHEET NUMBER
C
B
FILE LOCATION:
A
G100 T100
COVER SHEET TITLE SHEET
C001 C101 C102 C103 C201 C501 C502 C503 C504 C505 LA001 RE SD001
SURVEY NOTES, SURVEY CONTROL, AND LEGEND DIMENSIONAL PLAN GRADING AND EROSION & SEDIMENT CONTROL PLAN UTILITY PLAN SANITARY SEWER PROFILES SITE DETAILS UTILITY DETAILS-1 UTILITY DETAILS-2 SWM DETAILS EROSION AND SEDIMENT CONTROL DETAILS BIORETENTION PLANTING PLAN STORM SEWER PROFILES EXISTING CONDITIONS AND DEMOLITION PLAN
B101
BORING LOGS
A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A201 A202 A203 A301 A302 A303 A304 A305 A401 A402 A403 A404 A405 A406 A407 A408 A501 A502 A503 A504 A505 A506 A507 A508 A509 A510 A511 A512 A600 A601 A602
BASEMENT PLAN FIRST FLOOR PLAN SECOND AND THIRD FLOOR PLAN FOURTH FLOOR PLAN ATTIC PLAN ROOF PLAN BASEMENT REFLECTED CEILING PLAN FIRST FLOOR REFLECTED CEILING PLAN SECOND AND THIRD FLOOR REFLECTED CEILING PLAN FOURTH FLOOR REFLECTED CEILING PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS STAIR AND ELEVATOR SECTIONS NOT USED NOT USED ENLARGED PLANS INTERIOR DETAILS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS FLASHING AND STONEWORK DETAILS NOT USED CEILING DETAILS STAIR DETAILS EXTERIOR DETAILS WINDOW AND LOUVER DETAILS CASEWORK DETAILS ROOF DETAILS ROOF DETAILS DOOR DETAILS WINDOW AND STOREFRONT DETAILS DETAILS DOOR AND FINISH SCHEDULES PARTITION TYPES DOOR AND DOOR FRAME AND WINDOW TYPES STOREFRONT TYPES
S001 S002 S101 S102 S103 S104 S105 S106 S107 S201 S301 S302 S401 S402 S403 S501 S502 S503 S504
GENERAL NOTES, ABBREVIATIONS AND PLAN LEGEND PLAN NOTES BASEMENT PLAN, PART FOUNDATION - SOUTH WING FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN THIRD FLOOR FRAMING PLAN FOURTH FLOOR FRAMING PLAN ATTIC FRAMING PLAN HIGH ROOF FRAMING PLAN FOUNDATION SECTIONS FRAMING SECTIONS FRAMING SECTIONS TYPICAL FOUNDATION DETAILS TYPICAL FOUNDATION DETAILS TYPICAL FOUNDATION DETAILS MASONRY REINFORCING PLAN, NOTES AND SCHEDULE TYPICAL MASONRY DETAILS TYPICAL FRAMING DETAILS TYPICAL FRAMING DETAILS
FP101 FP102 FP103 FP104 FP105
BASEMENT FLOOR PLAN - LIFE SAFETY FIRST FLOOR PLAN - LIFE SAFETY SECOND AND THIRD FLOOR PLAN - LIFE SAFETY FOURTH FLOOR PLAN - LIFE SAFETY ATTIC FLOOR PLAN - LIFE SAFETY
SHEET NUMBER
DRAWING INDEX SHEET NAME
SP0.1 SP1.1 SP1.2 SP1.3 SP1.4 SP1.5 SP1.6
FIRE PROTECTION LEGEND AND NOTES FIRE PROTECTION BASEMENT PIPING PLAN FIRE PROTECTION FIRST PIPING PLAN FIRE PROTECTION SECOND PIPING PLAN FIRE PROTECTION THIRD PIPING PLAN FIRE PROTECTION FOURTH PIPING PLAN FIRE PROTECTION ATTIC PIPING PLAN
P0.1 P1.1 P1.2 P1.3 P1.4 P2.0
LEGEND, SCHEDULES & DETAILS BASEMENT PLAN FIRST FLOOR PLAN TYPICAL FLOOR PLAN FOURTH FLOOR PLAN ENLARGED PLANS
M0.1 M0.2 M0.3 M0.4 M1.1 M1.2 M1.3 M1.4 M1.5 M1.6 M2.1 M2.2 M2.3 M2.4 M2.5 M2.6 M3.1 M4.1 M5.1 M5.2 M5.3 M6.1 M6.2 M6.3 M7.1 M7.2 M8.1
MECHANICAL LEGEND AND ABBREVIATIONS MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL BASEMENT DUCTWORK PLAN MECHANICAL FIRST FLOOR DUCTWORK PLAN MECHANICAL SECOND FLOOR DUCTWORK PLAN MECHANICAL THIRD FLOOR DUCTWORK PLAN MECHANICAL FOURTH FLOOR DUCTWORK PLAN MECHANICAL ATTIC DUCTWORK PLAN MECHANICAL BASEMENT PIPING PLAN MECHANICAL FIRST FLOOR PIPING PLAN MECHANICAL SECOND FLOOR PIPING PLAN MECHANICAL THIRD FLOOR PIPING PLAN MECHANICAL FOURTH FLOOR PIPING PLAN MECHANICAL ATTIC PIPING PLAN MECHANICAL ENLARGED PLANS MECHANICAL SECTIONS MECHANICAL FLOW DIAGRAMS MECHANICAL FLOW DIAGRAMS MECHANICAL FLOW DIAGRAMS MECHANICAL CONTROL DIAGRAMS MECHANICAL CONTROL DIAGRAMS MECHANICAL CONTROL DIAGRAMS MECHANICAL DETAILS MECHANICAL DETAILS TYPICAL ROOM PLANS
E0.1 E1.1 E1.2 E1.3 E1.4 E1.5 E1.6 E2.1 E2.2 E2.3 E2.4 E2.5 E2.6 E3.1 E4.1 E5.1
ELECTRICAL LEGEND, ABBREVIATIONS AND SCHEDULES ELECTRICAL BASEMENT LIGHTING PLAN ELECTRICAL FIRST LIGHTING PLAN ELECTRICAL SECOND LIGHTING PLAN ELECTRICAL THIRD LIGHTING PLAN ELECTRICAL FOURTH LIGHTING PLAN ELECTRICAL ATTIC LIGHTING PLAN ELECTRICAL BASEMENT POWER PLAN ELECTRICAL FIRST POWER PLAN ELECTRICAL TYPICAL FLOOR POWER PLAN ELECTRICAL FOURTH POWER PLAN ELECTRICAL ATTIC POWER PLAN ELECTRICAL LIGHTNING PROTECTION PLAN ELECTRICAL DETAILS ELECTRICAL RISER DIAGRAM ELECTRICAL SCHEDULES
PARTITION TYPE SEE SHEET A601
A*-** ** A
WINDOW TYPE SEE SHEET A601
A
DOOR SCHEDULE
TBA-**
C ABBREVIATIONS
NEW RESIDENCE HALL CAREER SERVICES SITE VIRGINIA TECH BLACKSBURG, VA
B MARK DATE
DESCRIPTION
6/30/07
A
100% CONSTRUCTION DOCS.
PROJECT NO:
208-16714
DRAWN BY:
PRP
CHECKED BY:
DKS
COPYRIGHT © 2006 HANBURY EVANS WRIGHT VLATTAS + COMPANY SHEET TITLE:
TITLE SHEET
SHEET NUMBER:
T100 1
2
3
4
5
6
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