Upload
hakhue
View
218
Download
1
Embed Size (px)
Citation preview
END OF RADIUS
1 1/2" DIAMETERGALVANIZED STEELTUBE HANDRAIL
TOP RAIL, 3 1/2"X3 1/2"X.125"GALVANIZED STEEL TUBEHANDRAIL ANDBALUSTRADES
3/8" DIAMETER GALVANIZEDWIRE CABLE, 1X19,TENSIONED TO MAINTAINMAX. 3 1/2" SPACEBETWEEN CABLES
UPRIGHT, 3 1'2"X31/2"X.125" GALVANIZEDSTEEL TUBE UPSTANDBALUSTRADES
1/2"R. TYP. 1/8"SL. TYP.
Ø < 6"
< 4", T
YP.
EQ. E
Q.EQ
. EQ.
EQ. E
Q.EQ
. EQ.
1"
8".
2' -1
0".
3' - 6
"
1' - 0
"
2' - 1
0".
SEE
PLAN
RISE
R (R
)
TREAD (T) DIM. 1' - 0"
SEE PLANS
TREAD (T) 1" NOSING
STAIR BOTTOM LANDING
< 4"
, TYP
.
DETAIL A
CONC. STAIR & LANDING
VERIFY W/ STRUCTURAL FOR CONC. STAIR THICKNESS
1/2"R. TYP.1/8" SL. TYP.
Ø < 6"
1/2"R. TYP.
5" FROMTHE END
NON-SLIP STRIPPINGFOR EXTERIORUSE (TYP.)
< 4", T
YP.
1 1/2" DIAMETERGALVANIZED STEELTUBE HANDRAIL
TOP RAIL, 3 1/2"X3 1/2" HSSGALVANIZED STEEL TUBE,
3/8" DIAMETER GALVANIZEDWIRE CABLE, 1X19,TENSIONED TO MAINTAINMAX. 3 1/2" SPACEBETWEEN CABLES
UPRIGHT, 3 1/2"X3 1/2"X.125" GALVANIZED STEELTUBE UPSTANDS ANDBALUSTRADES
A
EQ. E
Q.EQ
. EQ.
EQ. E
Q.EQ
. EQ.
6"
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.E
Q. 6"
2' -1
0".
3' - 6
"
6" M
IN.
SEE PLAN
TREAD (T) 1" NOSING
SEE
SECT
ION
RISE
R (R
)
1" MAX.
STAIRINTERMEDIATELANDING
ELEVATION VIEW
PLAN VIEW
WALKWAY
SECTION VIEW
1 1/2" DIAMETERGALVANIZED STEELTUBE HANDRAIL(WHERE OCCURS)
1/2" DIAMETERGALVANIZED STEELROD HANDRAILBRACKET
1/2" THICK, 2" DIAMETERGALVANIZED STEELPLATE WELDED TOBRACKET & UPRIGHT
TOP RAIL, 3 1/2"X31/2"X.125" GALVANIZEDSTEEL TUBE SECTION
3/8" DIAMETER GALVANIZEDWIRE CABLE, 1X19,TENSIONED TO MAINTAINMAX. 3 1/2" SPACE BETWEENCABLES
UPRIGHT, 3 1/2"X3 1/2"X.125"GALVANIZED STEEL TUBESECTION
GALVANIZEDSTEEL ANGLEEMBED AT SLABEDGE PERSTRUCTURAL
HANDRAIL
TYP.
< 4"
2 1/2"
1/2"
4" 4"
3 1/2"
3 1/
2"
3 1/
2"3'
- 6"
TYP.
< 4"
SECTION VIEW
PLAN VIEW
FLOOR SLABSEE PLANS
1' - 0
"
2'-10
" HAN
DRAI
L HE
IGHT
3'-6"
TYP
.
2'-10
" TYP
.
3' - 6
"
1' - 0"EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.
< 4", TYP.
STAIR TOP LANDING
ELEVATION VIEW
PLAN VIEW
WALKWAY
SECTION VIEW
TOP RAIL, 3 1/2"x3 1/2"X.125" HSSGALVANIZED STEELTUBE SECTION
3/8" DIAMETER GALVANIZEDWIRE CABLE, 1X19,TENSIONED TO MAINTAINMAX. 3 1/2" SPACE BETWEENCABLES
UPRIGHT BALUSTRADES31/2"X3 1/2"X.125"GALVANIZED STEELTUBE SECTION
GALVANIZEDSTEEL ANGLEEMBED AT SLABEDGE PERSTRUCTURAL
TYP.
< 4"
1/2"
4" 4"
3 1/2"
4"3
1/2"
3' - 6
"
TYP.
< 4"
WALKWAY
SECTION VIEW
PLAN VIEW
AST RENEWALDATEETA
OF OFILACRN
I
03/31/17
NO. C-30719
AR
E
JCIL
N
UN.
ES D
NAAW
INAND
HCRA
ET
TCIPD, Inc.
@
OaklandIrvine
Los Angeles
560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310
Architecture / Engineering / Consulting
Drawing No.
Drawing Title:
DateProject No.
ScaleChecked ByDrawn By
DateRevision
CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111
415.597.8414
2025 Center StreetBerkeley, CA 94704
4/5/2016 9:04:09 AM
C:\Users\chlasny\Documents\Center St_chlasny.rvt
As indicated
A4.09
CenterStreetParkingGarage
BID SET 02/26/16
A4.09
STAIR DETAILS
11/19/1514877
SCALE: 1" = 1'-0"
CONC STAIR AT GRADE 1
SCALE: 1" = 1'-0"
CONC STAIR AT LANDING(EXTERIOR UPFLIGHT) 2
SCALE: 1 1/2" = 1'-0"
CABLE GUARDRAIL 4
SCALE: 1" = 1'-0"
DETAIL AT MAIN LANDING(EXTERIOR, DOWNFLIGHT) 3
2 ADDENDUM 2 3/25/163 ADDENDUM 3 4/1/16
SCALE: 1 1/2" = 1'-0"
CABLE GUARDRAIL WITH NO HANDRAIL 5
3
3
3
3
3
3
3
3
NOT TO SCALE
1.5" X 1.5" CONT. STEEL TUBEFOR BACKING AT TOP OFRAILING PANELS, TYO.
A
ST
RENEWALDATE
ET
A
OFOFILAC
RNI
03/31/17
NO. C-30719
AR
E
JCI
L
N
UN.
ES D
NA
AW
INAND
HCRA
ET
TC
IPD, Inc.
@
Oakland
Irvine
Los Angeles
560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310
Architecture / Engineering / Consulting
Drawing No.
Drawing Title:
Date
Project No.
Scale
Checked By
Drawn By
DateRevision
CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111
415.597.8414
2025 Center StreetBerkeley, CA 94704
4/5/2016 5:12:26 PM
C:\Users\jleite\Documents\Center St_jleite.rvt
6" = 1'-0"
A4.10
CenterCenterCenterCenterStreetStreetStreetStreetParkingParkingParkingParkingGarageGarageGarageGarage
BID SET 02/26/16
A4.10A4.10A4.10A4.10
STAIR DETAILS
Author
11/19/15
14877
Checker
1 PLAN CHECK RESPONSE 2/26/16
3 ADDENDUM 3 4/1/16
3
3
NOTE:SEE A5.09 FOR SCREEN PATTERNTYPES AND SPECIFICATION 05 75 10.5bFOR PERFORATION MARGINS
3
UP
FD
FD
AXIOM-B
AXIOM-B
AXIO
M-B
H4041H4041
H4041H4041
H4041H4041
H4041H4041
LTS242LTS242
R30
LTS242
LTS242
LTS242
LTS242CR2448
CR2448CR2448
22/15
18/1
5
18/15
62666266
22/15 22/15
ZON
E
ZON
E
ZONE ZONE
ZON
E
ZONE
ZONE
2HI/35W
23/47
23/47
29/66
20/41
FD
INDICATES PARTITIONS TO RECIEVE R13 BATT INSULATION
INDICATES PARTITIONS TO RECIEVE 3 1/2" ACOUSTIC BATTINSULATION
WALL LEGEND:
INDICATES 1HR FIRE RATED WALL
INDICATES 3HR FIRE RATED WALL
2 3 4 5 61
A
B
A4
1A3.03
A5
A7.5
6" CONCRETE CURB.COORDINATE SIZEW/PAY STATION MANUF.
4" DIA. WEEPHOLE
8' - 9
"7'
- 4"
8' - 9
"
MECH
170.80
170.42
169.51
6' - 5
"
1' - 2 1/2"
12' -
7 1
/2"
10' - 0" 8' - 10" 15' - 1"
14' -
6 1
/2"
6' - 7
1/2
"
A0.074
work
statio
n
30" high counter
7' - 1
1"
UCREF
OPTIONAL DOORSTO CLOSE OFF THEAREA
STACKEDLOCKERS BYOTHERS
MV
40" MONITOR,TYP.
4A4.04
A1.75
HI-LOW DF
SECURITY/ATTENDANT POST
(5) LOCKERSBY OTHERS
15' -
2"
G108
G110
1A4.04
BIKESPACES
M
A4.20
1
2
3
A4.21
11
10
9
12
A4.211 3
2
4
A4.21
5
A4.21
15
TIRE INFLATIONSTATION J.E. ADAMS8670-2BGA OR SIM.ON 6" CONC. CURB
6' - 7
"
15' - 5"
8' - 2
1/2
"
7' - 4
"
12A9.04
4' - 1 1/2"
4' - 6
1/2
"4'
- 6 1
/2"
30" x 48"
MIRROR
HANDDRYER
HANDDRYER
HB
EQ EQ
WINDOW
7' - 4 1/2"
WINDOW
A4.18
10
A6.5
shelving
20' -
7"
11' -
8"
G113
G106
G101
MANAGER'SOFFICE
115
ARTDISPLAYSPACE
107
JAN.SEC.
OFFICE
108
ELEC.
113
IT/SVR
114
SECURITYOPERATIONS
109
BREAKROOM
116
STOR.
111
SUPPLYROOM
104
STOR.2
103
CASHIER
106
WOMEN
102
MEN
105
JAN.STORAGE
101
FUTURERETAIL
112
UNISEXRESTROOM
110
G112
G114
G111
G104
G109A
G109
G102
G116
19 19
NORTHERNELEVATOR
LOBBY
100G
100A
A4.20
6
D8
D8 D8 D8
B4
D8
B4
D6
E6
B4
B4
B4
B4
B4
D6
B4
B4
B4
C4
B4
F6
B4
F6
D6
D6
E6
D6
F6
D6
F6
B4B4
G6
B4
G100B
3A4.04
1A4.03
G132
3' - 0"3' - 0"3' - 0"
36" HIGHRAILING
10' - 1"
1' - 6
"
6
7
8
5' - 1
"
4'-7"
(36"
MIN
.)
12".
CL
30" x
48"
32" M
IN.
3' - 0" 3' - 0"
EQCL
(5'-0
" MIN
.)
5' - 0
1/2
"
30" x 48"
60" MIN.
(36"
MIN
.)
3' - 5
"
1' - 1
0"
2' - 0
"
(44"
MIN
. CLR
.)
4' - 5
1/2
"
9' - 1"
3' - 8
1/2
"8'
- 6 1
/2"
2' - 6
1/2
"
(44"
MIN
.)
4' - 4
"
30" x 48"
EQEQ
14' -
2 1
/2"
30" x 48"
CL
A9.0220 A9.02
16
A9.0120
A9.014
A9.016
A9.0214
A9.0210
A9.026
A9.021
A9.022
A9.025
A9.0218
A9.0114
G115
12
3
13
1416
A4.21
19
17
1820
10
18
4 6
7
8
9
21
21
A5.027
A5.0218
3A6.03
F6
PLUMBING CHASE
3' - 0"
3' - 0"
30" x 48"
MIN.
18".
F12
F6 F6
J14
B4
B4
C4
C4 B4
E6
3' - 1
"
2' - 4
1/2
"4'
- 3 1
/2"
EQ EQ
2' - 7 1/2"
2' - 8 1/2"
18" MIN.
5' - 3"
1' - 1
0 1/
2"
7' - 1
1/2
"
6' - 0 1/2" 19' - 2 1/2" 2' - 0" 5' - 10 1/2" 4' - 7 1/2" 8' - 0" 8' - 3" 7' - 5"2' - 0"
ACC.LAV.
6' - 1 1/2"
(32" MIN.)
3' - 0" 2' - 4"
44" MIN. CLR.
8' - 4 1/2"
EQEQ
16' -
1"
14' -
8"
4" (TYP.)
18" MIN.
ALIGN
10' -
11
1/2"
17' -
9"
4' - 2
1/2
"
12" M
IN.
7" CONC. CURB
5' - 5
1/2
"
14' -
8"
1' - 0
"
A5.033
A2
56" M
IN.
4' - 7
1/2
"
ELEV. #1 ELEV. #2
EQ.
.
A5.0410
A9.0113
A9.0212
A9.0115
A5.0414
A9.0213
4A6.03
6A6.03
5A6.03
PLUMB.CHASE-SEEPLUMB.DWGS
A9.0219
A9.0217
2A6.03
10A6.03
9A6.03
7A6.03
A4.20
7
1A6.03
8A6.03
A9.0211
A9.0215
7 1/
2"
F.E.
C.
RECESSEDF.E.C.
RELOCATED(E) MURAL
A4.18 6
A4.18
9
A4.1811
7
A1.95
169.80
10"
169.80
169.59
6' - 8
"
6" CONCRETE WALLTYP.
4' - 8"
2' - 2 1/2"
169.8
016
9.80
H8
K
F6
D8
D8
A4.011
HK
F12
F12
B4
B4
F6
10 1/4"
11 1/4"
EQ EQ
30" x 48"
T7
T7 T7
T7
T7 T7
T7
T6 T6 T6
T6
T6
T6
T9T8
T8
T8
T5
T5T5T5T5
T5
T5
T5
T4
T3
4"
T1
T1
T1
1' - 6
"
T1T1T1
T1
T1
6"
6"
6"
EQUIP TOILET COMPARTMENT DOOR W/SELF CLOSING HARDWARE. HANDLES,LOCKS, LATCHES, AND OTHER OPERABLEPARTS ON DOOR SHALL BE 34" MIN. TO 44"MAX. A.F.F., TYPICAL
5" M
AX.
15" M
IN.
4"
5' - 8"
CLEA
R
1' - 1
"
PROVIDE (3) 1/2" DIA.ANCHOR BOLT PER FLANGE(2 MOUNTING FLANGE PERRACK), OR PER MFRRECOMMENDATION
3.1%
UP
2.95%
UP
7' - 5
"1'
- 4 1
/2"
7 1/
2"7'
- 3"
9' - 6
"
T.D
T.D
RELOCATED (E) PAYSTATION ON 6" RAISEDCONC. PAD
15' -
6 1
/2"
17' - 7"
SEE 1/A4.12C5
T10
T10
T13
5' - 6"
4' - 0
"
4' - 0"
3
PIPE PROTECTIONAT COLUMN. SEEDETAIL 16/A7.01SIMILAR
AST RENEWALDATEETA
OF OFILACRN
I
03/31/17
NO. C-30719
AR
E
JCIL
N
UN.
ES D
NAAW
INAND
HCRA
ET
TCIPD, Inc.
@
OaklandIrvine
Los Angeles
560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310
Architecture / Engineering / Consulting
Drawing No.
Drawing Title:
DateProject No.
ScaleChecked ByDrawn By
DateRevision
CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111
415.597.8414
2025 Center StreetBerkeley, CA 94704
4/1/2016 11:18:13 AM
C:\Users\chlasny\Documents\Center St_chlasny.rvt
1/4" = 1'-0"
A4.12
CenterStreetParkingGarage
BID SET 02/26/16
A4.12
ENLARGED FLOORPLAN - ADDISONSTREET LOBBY
Author
11/19/1514877
Checker
SCALE: 1/4" = 1'-0"
ENLARGED PLAN 1 NOTES:
1. ALL GROUND FLOOR LOBBY WALLS INCLUDINGRESTROOMS AND CORRIDOR TO BE ANTI-GRAFFITIPAINTED FROM FLOOR TO CEILING
2. PROVIDE VAPOR BARRIER BELOW SLAB AT ALLHABITABAL ROOMS.
3. REFER TO A4.17 FOR PLUMBING FIXTURES ANDTOILET ACCESSORIES MOUNTING HTINFORMATION, ALSO SEE ENLARGED PLANS ANDINTERIOR ELEVATIONS DRAWINGS FOR LOCATION.
1 PLAN CHECK RESPONSE 2/26/162 ADDENDUM 2 3/25/163 ADDENDUM 3 4/1/16
3
FD
FD
DN
2 3 4 51
C
B3.5
B7.5
15' - 1" 15' - 4"
29' - 4 1/2"
18' - 6"
11' - 2"
26' - 11"
4"
11' - 0"
GENERATOR
ROOM
119
TRASH/
RECYCLING
121
G119
G118B
G117A
G117C
11' - 8" 3' - 4 1/2"
15' - 1"
26' - 11"
D8
D8
D8
D8
D8
D8
D8
D8D8D8
D8 18" HIGH STEELREMOVABLE CURB
TYP.
A5.03
4
A5.03
1
G117
CONC. WALL
169.00
DYNAMIC SIGNAGE W/SPACE AVAILABILITY
A8.01
1
169.33
G117B
DYNAMIC SIGNAGEW/ SPACEAVAILABILITY
24" MIN.
60" MIN.
MAIN
ELECTRICAL
ROOM
118
MPOE
120
18" HIGH CONC.CURB
G120G
118A
G121
8' - 7 1/2"
56" X 88"INTAKELOUVER
40" X 88"EXHAUSTLOUVER
15
A9.04
INDICATES PARTITIONS TO RECIEVE R13 BATT INSULATION
INDICATES PARTITIONS TO RECIEVE 3 1/2" ACOUSTIC BATTINSULATION
WALL LEGEND:
INDICATES 1HR FIRE RATED WALL
INDICATES 3HR FIRE RATED WALL
A
ST
RENEWALDATE
ET
A
OFOFILAC
RNI
03/31/17
NO. C-30719
AR
E
JCI
L
N
UN.
ES D
NA
AW
INAND
HCRA
ET
TC
IPD, Inc.
@
Oakland
Irvine
Los Angeles
560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310
Architecture / Engineering / Consulting
Drawing No.
Drawing Title:
Date
Project No.
Scale
Checked By
Drawn By
DateRevision
CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111
415.597.8414
2025 Center StreetBerkeley, CA 94704
4/1/2016 9:40:03 AM
C:\Users\jleong\Documents\Center St_jleong.rvt
1/4" = 1'-0"
A4.13
CenterCenterCenterCenterStreetStreetStreetStreetParkingParkingParkingParkingGarageGarageGarageGarage
BID SET 02/26/16
A4.13A4.13A4.13A4.13
ENLARGED FLOORPLAN - ADDISONSTREET SIDE
Author
11/19/15
14877
Checker
SCALE: 1/4" = 1'-0"
ENLARGED PLANS2
NOTES:
1. PROVIDE HOUSE KEEPING PAD FOR EMERGENCY GENERATOR.VERIFY SIZE AND LOCATION WITH ELECTRICAL CONTRACTOR.
2. PROVIDE 18" HIGH CONCRETE CURB ALL AROUND GENERATOR ROOM. CURB AND SLABTO HAVE INDUSTRIAL EPOXY COATING.
6" DIAMETER BOLLARDW/ GALV CHAIN . SEE10/A7.01
6" DIAMETER BOLLARDW/ GALV CHAIN . SEE10/A7.01
1 PLAN CHECK RESPONSE 2/26/16
3 ADDENDUM 3 4/1/16
1. P
FD
FD
FD
UP
FD
FD
FD
FD
12 14 1715 16
B
C
A3.021
13
B3
CEN
TER
STR
EET
(2) PAY STATIONS ONONE 6" CONCRETECURB
± 294 BIKES
167.0
48' -
3"
13' -
0 1
/2"
TEMPERED GLASSOVER CMU WALL
POWER ACTUATEDSLIDING DOOR
STORAGE
GLASS, TYP.
RELOCATED (E) WORKBENCH & PEG BD(BY OTHERS)
12' -
10"
CHECK-IN COUNTER W/SHELVING BELOW
TRANSACTION/ SERVICEWINDOW TO STREET
RELOCATED (E)DISPLAY (BY OTHERS)
FOR COFFEESERVICE AREA SEEFOOD SERVICESDRWG FS1-FS5
CLOSET
slope to drain
slope to drain
slope to drain
CONCRETEPAVING-SEELANDSCAPEDWGS
slope to drain
8' - 2 1/2"
4' - 5"
3' - 5
"
B8.5
5' - 0 1/2"
4A6.01
G128
2A4.08
ELECTRICCHARGING STATIONFOR 6 BIKES
TIRE INFLATION STATIONJ.E. ADAMS 8670-2BGA ORSIM. ON 6" CONC. CURB
FACILITYMAINTENANCE
STORAGE
131
SOUTHSTAIRLOBBY
130
UNISEXRESTROOM
128
BICYCLEVALET
PARKING
129
BIKELINK
SPACE
126
BIKERETAIL
127
G129A
BIKE RACKS, TYPICAL
B5
D8
D8
D8
D12
D8
D8
B4
D8
D8
B4
B4
D8
B4
D8
D12
D12
F8
G131
5A4.08
A4.23
1
2
3
4
11 11 11
12
13
16
17
(60" MIN.)
5' - 0"
MIN.
18".
G130B
F8
D8L8
B4
METAL PANELCOVER
(NO TILE)
METAL PANELBELOW WINDOW
I14
D8
D8
D8
D8 H8
4' - 1
"
2' - 6
"
7' - 5
" A5.033B
A5.033C
B8
167.02
168.30
168.30 167.22
167.5
4
167.32
167.3
0
167.06
167.13
167.
16
167.16
168.30
167.16
167.1
6
167.16
168.30
167.1
6
167.1
6
167.06
1' - 3 1/2"
G130F
G130E
BikeParking 1
2
3
4
BikeParking 5BikeParking 6BikeParking 7BikeParking 8
8' - 5
1/2
"
A9.0315
A9.033
2A6.04
A9.031
A9.036
A9.035
B7
1' - 4 3/8"
1' - 7 5/8"1' - 10" 1' - 10"
A9.037
1A6.04
5A6.04
8A6.04
7A6.04
6A6.04
G126
6A6.04
SIM.
2A6.04
SIM.
W.P.MEMBRANE
16.3
1.5% slope to
drain, typ.1.5% slope to
drain
RELOCATED(E) MURAL
6" CONCRETEWALL UNDERSTAIR
6A4.08
9' - 6
"
2"
22" X FULL HT. CONC. WALL
10A6.04
4A6.04
3A6.04
T7
T6
T8 T4
T3
T5
T1
60" MIN.
24" C
LR.
G127
SECURE THE UPRIGHTFRAMING TO THE FLOOR W/ (5)WEDGE ANCHORS EACH ASPER MFR'S RECOMMENDATION
SURFACE MOUNT TOCONCRETE FLOOR - (1) 1/2"(OR 5/8") X 5" WEDGE ANCHORBOLTS @ EACH CORNER OFRACK (4 TOTAL), TYPICAL
CLR.
1' - 6
"
CLE A
R
1' - 1
"
ELEV. #3 ELEV. #4
G129
14
5' - 0"
8' - 4"
2' - 6
"
BIKE RACKS IN THIS ROOM TO BEDEMOUNTED FROM CURRENT BIKESTATION AND RELOCATED AND INSTALLAT THIS LOCATION.
48" HT. ACROVYN CORNER GUARD (TYPICAL OF 5) CORNER GUARD
CORNER GUARD
2' - 0
"
5' - 11 1/2"
25 26
G125M
1AA5.02
PIPE PROTECTION ATCOLUMN. SEE DETAIL16/A7.01 SIMILAR
3
14 15 16
C
B8.5
B8
B7
16.3
STAIR ABOVE
SLAB ABOVE
BEAM, SSDEQEQ
LIGHT FIXTURE, TYP.SED
CENTERLIGHTS ONCENTER OFWINDOW
CENTER LIGHTS ONCENTER OF DOOR
3' - 5
"
STAIR ABOVE BULKHEADSOFFIT
ALUM. COVER FOR ROLL DQWNDOOR HOUSING
EQ EQ
EQ EQ
EQ. EQ.
LINIER FIXTURERECESSED IN SLAB,SED
ACCESS PANEL
6A4.08
GYP. BD WITH APPLIEDFINISH CEILING - STO QUIKGOLD SYSTEM INCLUDINGBASE COAT AND MESH
3A6.02
INDICATES PARTITIONS TO RECIEVE R13 BATT INSULATION
INDICATES PARTITIONS TO RECIEVE 3 1/2" ACOUSTIC BATTINSULATION
WALL LEGEND:
INDICATES 1HR FIRE RATED WALL
INDICATES 3HR FIRE RATED WALL
AST RENEWALDATEETA
OF OFILACRN
I
03/31/17
NO. C-30719
AR
E
JCIL
N
UN.
ES D
NAAW
INAND
HCRA
ET
TCIPD, Inc.
@
OaklandIrvine
Los Angeles
560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310
Architecture / Engineering / Consulting
Drawing No.
Drawing Title:
DateProject No.
ScaleChecked ByDrawn By
DateRevision
CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111
415.597.8414
2025 Center StreetBerkeley, CA 94704
4/1/2016 11:21:58 AM
C:\Users\chlasny\Documents\Center St_chlasny.rvt
1/4" = 1'-0"
A4.14
CenterStreetParkingGarage
BID SET 02/26/16
A4.14
ENLARGED FLOOR &RCP PLANS - CENTER
ST. SIDE
11/19/1514877
SCALE: 1/4" = 1'-0"
ENLARGED PARTIAL GROUNDLEVEL LOBBY FLOOR PLAN 2
SCALE: 1/4" = 1'-0"
GROUND LEVEL RCP - CENTER ST. 1
NOTES:
1. ALL GROUND FLOOR LOBBY WALLS TO BE ANTI-GRAFFITI PAINTED FROM FLOOR TO CEILING
2. PROVIDE VAPOR BARRIER BELOW SLAB AT ALLHABITABAL ROOMS.
3. REFER TO A4.17 FOR PLUMBING FIXTURES AND TOILETACCESSORIES MOUNTING HT INFORMATION, ALSO SEE ENLARGEDPLANS AND INTERIOR ELEVATIONS DRAWINGS FOR LOCATION.
4. SEE FOOD SERVICE DRAWINGS FS1 THROUGH FS5 FOR SCOPE OFWORK IN THE COFFEE AREA.
1 PLAN CHECK RESPONSE 2/26/162 ADDENDUM 2 3/25/163 ADDENDUM 3 4/1/16
3
3
FINISH FLOOR
HINGELC
HINGE
HINGECL
CL
PANIC DOOR DEVICE,W.O.
LATCH SETWHERE OCCURS
CARD READER IFREQUIRED
CLOSER WHERE OCCURS
1 1/2 PR HINGES < 90" TALL 2PR >90" TO 120" TALL
NOTES :1. ALL RATED DOORS ARE TO BE POSITIVE LATCHING AND SELF-CLOSING.2. "LABEL" SHALL MEAN "FIRE ASEMBLY" AS DEFINED IN C.B.C.3. ALL FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED
GASKETING MATERIAL SO INSTALLED TO PROVIDE A SEAL WHERE THEDOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP.(C.B.C. SECTION 1005.8.1) - SEE SPECS
6"
EQ.
EQ.
10"3' - 4 3/8"
6"
TYPE-A
DOOR TYPES
TYPE-B
TYPE- G
SEE SCHEDULE
TEMPERREDGLASS
10"
TYPE-H (OPEN GRILLE)
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
7' - 0"
A.F.F.
3' - 7" MAX.
2' - 6"
TYPE-D
SEE SCHEDULE
SEE SCHEDULE
5"10"
TYPE-F
SEE SCHEDULE
SEE SCHEDULE
TYPE-ITYPE-JTYPE-K
TYPE-C
SEE SCHEDULE
SEE SCHEDULE
10"
12" x 24"LOUVER
TYPE- L
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
SLIDING DOOR W/EMERGENCYEGRESS BREAK-AWAY PANEL TUBE STEEL,
SEE A5.03
TYPE-E (COFEE SHOP)
8'-0" (V.I.F.)
9'-0" (V.I.F.)
COUNTER HEIGHT
6'-0" (A.F.F.)
GLASSINSERTS
SEE SCHEDULE
SEE SCHEDULE
DOORS NOTES:
1. HOLLOW METAL DOOR FRAMES SHALL BE 16 GAUGE/WELDED. FRAMES TO BE FACTORY PRIMED.
2. FIRE-RATED ASSEMBLIES SHALL BE EQUIPPED WITH SELF-CLOSING AND LATCHING HARDWARE. HINGES ON DOORS WITH FIRE ASSEMBLIES SHALL BE BALL BEARING ANTI-FRICTION TYPE
3. ALL REQUIRED EXIT DOORS SHALL BE ACCESSIBLE PURSUANT TO STATE AND FEDERAL ADA ACCESSIBILITY (CBC SECTION 11B.404).
4. ALL EXIT ACCESS DOORS LOCATED IN FIRE-RATED WALLS OR PARTITIONS OR SMOKE BARRIERS SHALL COMPLY WITH CBC SECTION 715. ALL RATED ASSEMBLIES, DOORS AND FRAMES AND GLAZING SHALL HAVE PERMANENTLY AFFIXED LABELS.
5. PROVIDE SMOKE SEALS, CLOSER, AND ASTRAGALS (DOUBLE DOORS) AT ALL FIRE-RATED DOORS.
6. PROVIDE WEATHER STRIP AND CLOSER AT ALL EXTERIOR DOORS.
7. HINGE QUANTITIES VARY WITH SIZE OF DOOR. PROVIDE 1.5 PAIR HINGES MINIMUM FOR DOORS UP TO 7’-6” HIGH AND ONE ADDITIONAL HINGE FOR EACH ADDITIONAL 30-INCHES IN HEIGHT.
8. AT EGRESS DOORS USED IN PAIRS, PROVIDE AUTOMATIC FLUSH BOLTS (PROVIDED THE INACTIVE LEAF HAS NO LEVER/KNOB HARDWARE (CBC 1008.1.8.3).
9. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT LOAD OF 50 OR MORE (CBC 1008.1.2).
10. ANY GLAZING IN DOORS MUST BE “SAFETY GLAZING.”
11. AT EXTERIOR DOORS, ALL HINGES MOUNTED TO THE EXTERIOR SIDE OF THE DOOR SHALL HAVE NON-REMOVABLE PINS.
12. AT ALL EXTERIOR DOORS, THE SURROUNDING EXTERIOR PAVING OR SIDEWALK SHALL BE ILLUMINTED WITH A MINIMUM OF 1.0 FOOTCANDLE OF LIGHT.
13. SINGLE DOORS, WHICH ARE NOT IDENTIFIED TO HAVE SIMPLE PASSAGE LATCH-SETS, SHALL BE EQUIPPED WITH EITHER A DOUBLE CYLINDER DEAD BOLT OR A SINGLE CYLINDER DEAD BOLT.
14. DOUBLE DOORS SHALL BE EQUIPPED AS FOLLOWS: THE ACTIVE LEAF SHALL HAVE LOCKING DEVICE SIMILAR TO THE SINGLE DOOR ABOVE AND THE INACTIVE LEAF SHALL BE EQUIPPED WITH FLUSH-BOLTS THAT HAVE BEEN TESTED TO COMPLY WITH APPLICABLE
PROVISIONS OF THE CALIFORNIA BUILDING CODE.
15. AT ALL EGRESS DOORS, DOOR HARDWARE SHALL ALLOW FOR DOORS TO BE READILY OPENED FROM THE EGRESS SIDE, WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT PURSUANT TO CBC 1008.1.9
16. PROVIDE 10-INCH KICKPLATE AT BOTTOM OF GLAZED (STOREFRONT-TYPE) DOORS. CBC 11B-404.2.10
17. ALL DOORS SHALL BE A MINIMU OF 36-INCHES WIDE AND PROVIDE REQUIRED 32-INCHES CLEAT WIDTH WHEN OPEN. CBC 11 B-404.2.3
18. AT EXTERIOR DOOR OPENINGS: PROVIDE 24-INCH STRIKE-SIDE X 60-INCH DEEP CLEARANCE (SLOPES IN ANY DIRECTION TO BE LESS THAN 2%).
19. AT INTERIOR DOOR ENTRANCES: PROVIDE 18-INCH STRIKE-SIDE X 60-INCH DEEP CLEARANCE (SLOPES IN ANY DIRECTION TO BE LESS THAN 2%).
A
ST
RENEWALDATE
ET
A
OFOFILAC
RNI
03/31/17
NO. C-30719
AR
E
JCI
L
N
UN.
ES D
NA
AW
INAND
HCRA
ET
TC
IPD, Inc.
@
Oakland
Irvine
Los Angeles
560 - 14th Street Suite 300 Oakland, CA 94612Telephone 510 473 0300 Fax 510 473 0310
Architecture / Engineering / Consulting
Drawing No.
Drawing Title:
Date
Project No.
Scale
Checked By
Drawn By
DateRevision
CONVERSION MANAGEMENT ASSOCIATES, INC.1620 Montgomery Street Suite 320, San Francisco, CA 94111
415.597.8414
2025 Center StreetBerkeley, CA 94704
4/4/2016 5:38:07 PM
C:\Users\jleite\Documents\Center St_jleite.rvt
1/4" = 1'-0"
A5.01
CenterCenterCenterCenterStreetStreetStreetStreetParkingParkingParkingParkingGarageGarageGarageGarage
BID SET 02/26/16
A5.01A5.01A5.01A5.01
DOOR AND ROOMFINISH SCHEDULES
Author
11/19/15
14877
Checker
DOOR SCHEDULE
TAG LEVEL TYPE THK.
DOOR OPENINGFRAME
MATERIAL DETAILHARDWAREGROUP
FIRERATING RemarksMATERIAL FINISH WIDTH HEIGHT
100A GROUND LEVEL TYPE H 0' - 2" 8' - 6" 8' - 1" STL CHAN 1&3/A5.03 1 ROLLING GRILL
100B GROUND LEVEL TYPE H 0' - 2" 9' - 9" 9' - 6" STL CHAN 1&3/A5.03 1 ROLLING GRILL
101 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 3/A5.04 3
102 GROUND LEVEL TYPE-C 0' - 1 3/4" 2' - 10" 7' - 0" HM 9/A5.04SIM 4
104 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 4
106 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 5
107 GROUND LEVEL TYPE J 0' - 0" 3' - 0" 8' - 4 1/2" FRAMELESS
108 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 9/A5.04 7 JANITOR
109 GROUND LEVEL TYPE A 0' - 1 3/4" 3' - 0" 7' - 0" HM 9/A5.04 8 PROVIDE CARD READER
109A GROUND LEVEL TYPE-D 0' - 1 3/4" 5' - 0" 7' - 0" HM 13/A5.04 9 CLOSET
110 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 10 TOILET
111 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 11 STORAGE
112 GROUND LEVEL TYPE I 3' - 0" 7' - 0 1/2" ALUM SF 12 STORE FROINT
113 GROUND LEVEL TYPE-B 0' - 1 3/4" 3' - 0" 7' - 0" HM 3/A5.04 13 ELECTRICAL ROOM - 2 SINGLE DOOR
114 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 14 IT
115 GROUND LEVEL TYPE I 3' - 0" 7' - 6 3/4" ALUM SF 15
116 GROUND LEVEL TYPE A 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 16
117 GROUND LEVEL TYPE G 0' - 0 1/2" 3' - 4" 7' - 6 1/4" TUBE STL 4/A5.03 17 PROVIDE PANIC HARDWARE & CARD READER
117A GROUND LEVEL TYPE H 0' - 2" 10' - 6" 9' - 6" TUBE STL 1/A5.03 1 ROLLING GRILL
117B GROUND LEVEL TYPE H 0' - 2" 10' - 6" 9' - 6" TUBE STL 1/A5.03 1 ROLLING GRILL
117C GROUND LEVEL TYPE H 0' - 2" 10' - 6" 9' - 6" TUBE STL 1/A5.03 1 ROLLING GRILL
118A GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 20 PROVIDE PANIC HARDWARE
118B GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 20 PROVIDE PANIC HARDWARE
119 GROUND LEVEL TYPE-D 0' - 1 3/4" 6' - 0" 7' - 0" HM 2/A5.04 21 GENERATOR ROOM PAIR
120 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 4
121 GROUND LEVEL TYPE-D 0' - 2" 5' - 6" 7' - 0" HM 2/A5.04 22
122 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 17/A5.04 23
123 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 9/A5.04 23
124 GROUND LEVEL TYPE-D 0' - 2" 6' - 0" 7' - 0" HM 2/A5.04 22
125A GROUND LEVEL TYPE G 0' - 0 1/2" 3' - 0 3/4" 7' - 0" TUBE STL 4/A5.04 17 PROVIDE PANIC HARDWARE & CARD READER
125B GROUND LEVEL TYPE H 0' - 2" 10' - 2" 7' - 10" STL CHAN 1/A5.03 1 ROLLING GRILL
125C GROUND LEVEL TYPE H 0' - 2" 10' - 7" 9' - 6" STL CHAN 1/A5.03 1 ROLLING GRILL
125D GROUND LEVEL TYPE H 0' - 2" 16' - 1" 9' - 6" STL CHAN 1/A5.03 1 ROLLING GRILL
125F GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 11
125M GROUND LEVEL TYPE E 0' - 2" 8' - 0" 11' - 2" STL CHAN 1/A5.03SIM INSULATED OVERHEAD COILING DOOR
126 GROUND LEVEL TYPE I 3' - 6 1/4" 7' - 0" ALUM SF 24 PROVIDE CARD READER
127 GROUND LEVEL TYPE L 0' - 2" 9' - 0" 7' - 2 1/2" ALUM SF 1 SLIDING DOOR. PROVIDE DECAL SIGN ABOVE THE DOORTO READ "IN EMERGENCY - PUSH TO OPEN". 1" HIGHLETTER WITH HIGH CONTRAST LETTERS
128 GROUND LEVEL TYPE-C 0' - 1 3/4" 3' - 0" 7' - 0" HM 13/A5.04 10
129 GROUND LEVEL TYPE I 4' - 0" 6' - 11 3/4" ALUM SF 15
129A GROUND LEVEL TYPE-B 0' - 1 3/4" 2' - 6" 7' - 0" HM 13/A5.04 3
130B GROUND LEVEL TYPE H 0' - 2" 9' - 6" 9' - 6" STL CHAN 1/A5.03 ROLLING GRILL
130E GROUND LEVEL TYPE G 0' - 0 1/2" 3' - 1" 7' - 6 1/4" TUBE STL 4/A5.03SIM 28 PROVIDE PANIC HARDWARE, NO CARD READER
130F GROUND LEVEL TYPE G 0' - 0 1/2" 5' - 0" 7' - 6 1/4" TUBE STL 4/A5.03SIM 26
131 GROUND LEVEL TYPE-D 0' - 1 3/4" 5' - 0" 7' - 0" HM 2/A5.04 27
132 GROUND LEVEL TYPE-F 11' - 0" 7' - 6" ALUM SF SLIDING DOOR, NO HARDWARE
201 SECOND LEVEL TYPE K 0' - 2" 4' - 9 1/4" 8' - 9" GALV PIPE 2 N/A
202 SECOND LEVEL TYPE K 0' - 2" 4' - 9 1/4" 8' - 9" GALV PIPE 2 N/A
301 THIRD LEVEL TYPE-D 0' - 1 3/4" 6' - 0" 7' - 0" HM 3/A5.04 29 2HR
302 THIRD LEVEL TYPE-D 0' - 1 3/4" 6' - 0" 7' - 0" HM 3/A5.04 29 2HR
401 FOURTH LEVEL TYPE-B 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 30
402 FOURTH LEVEL TYPE-B 0' - 1 3/4" 3' - 0" 7' - 0" HM 2/A5.04 30
ROOM FINISH SCHEDULE
NUMBER NAME LEVELFLOORFINISH CEILING
WALL FINISH
EAST SOUTH WEST NORTH
100 NORTHERN ELEVATOR LOBBY GROUND LEVEL SEALEDCONCRETE W/
STAINED 'RIBBON'
GYP. BD W/ APPLIED FINISH AGP AGP AGP
101 JAN. STORAGE GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD
102 WOMEN GROUND LEVEL CERAMIC TILE GYP. BD W/ APPLIED FINISH CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE
103 STOR. 2 GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CONCRETE PNT CMU PNT CMU PNT CMU
104 SUPPLY ROOM GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT GYP. BD PNT CMU
105 MEN GROUND LEVEL CERAMIC TILE GYP. BD W/ APPLIED FINISH CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE
106 CASHIER GROUND LEVEL RESILIENTFLOORING
ACOUSTICAL TILE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD
107 ART DISPLAY SPACE GROUND LEVEL SEALEDCONCRETE
GLASS GLASS PNT GYP. BD GLASS
108 JAN. SEC. OFFICE GROUND LEVEL RESILIENTFLOORING
ACOUSTICAL TILE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD
109 SECURITY OPERATIONS GROUND LEVEL RRESILIENTFLOORING
ACOUSTICAL TILE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD
110 UNISEX RESTROOM GROUND LEVEL RESILIENTFLOORING
PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD
111 STOR. GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD
112 FUTURE RETAIL GROUND LEVEL NO SLAB EXPOSED STRUCTURE PNT GYP. BD PNT GYP.BD/GLASS
STOREFRONT STOREFRONT
113 ELEC. GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT GYP. BD PNT GYP. BD PNT CMU PNT CMU
114 IT/SVR GROUND LEVEL RESILIENTFLOORING
EXPOSED STRUCTURE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD
115 MANAGER'S OFFICE GROUND LEVEL RESILIENTFLOORING
ACOUSTICAL TILE STOREFRONT PNT GYP. BD PNT GYP. BD PNT GYP. BD
116 BREAK ROOM GROUND LEVEL RESILIENTFLOORING
ACOUSTICAL TILE PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD
117 NORTHEN VECHICULAR ENTRANCE GROUND LEVEL CONCRETE EXPOSED STRUCTURE AGP AGP AGP
118 MAIN ELECTRICAL ROOM GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
119 GENERATOR ROOM GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
120 MPOE GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
121 TRASH/ RECYCLING GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
122 WOMEN GROUND LEVEL CERAMIC TILE PNT GYP. BD CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE
123 MEN GROUND LEVEL CERAMIC TILE PNT GYP. BD CERAMIC TILE CERAMIC TILE CERAMIC TILE CERAMIC TILE
124 TRASH/ RECYCLING RM GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
125 SOUTHERN VECHICULAR ENTRANCE GROUND LEVEL CONCRETE EXPOSED STRUCTURE
126 BIKE LINK SPACE GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU STOREFRONT PNT CMU PNT CMU
127 BIKE RETAIL GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT GYP. BD PNT CMU
128 UNISEX RESTROOM GROUND LEVEL SEALEDCONCRETE
PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD PNT GYP. BD
129 BICYCLE VALET PARKING GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
130 SOUTH STAIR LOBBY GROUND LEVEL STONE PAVERS GYP. BD W/ APPLIED FINISH AGP AGP AGP
131 FACILITY MAINTENANCE STORAGE GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
301 SWEEPER THIRD LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
401 CTRL. FOURTH LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
402 CTRL FOURTH LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
405 BACKFLOW PREVENTER RM GROUND LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
407 OPERATOR STORAGE THIRD LEVEL SEALEDCONCRETE
EXPOSED STRUCTURE PNT CMU PNT CMU PNT CMU PNT CMU
PROVIDE CARD READER
1 PLAN CHECK RESPONSE 2/26/16
2 ADDENDUM 2 3/25/16
3 ADDENDUM 3 4/1/16
AGP ANTI-GRAFFITI PAINT
ABBREVIATIONS
PNT PAINTED
33
3
3
3
CHAIN LINK
CHAIN LINK