a02 cw107 hall cw100 women cw108 men cw110 jan cw109 open office cw116 office cw113 office cw115...
TRANSCRIPT
9 8 7 6 5 4 3 2 1
A
B
C
D
B.5
C.5
5.5
FIRERISER
COMMROOMCW135
110
LOADING DOCK
B.3
8.5
B.1
DISTRIBUTIONCW130
MAIL ROOMCW105
OPENOFFICECW106
HALLCW101
OFFICECW104
OFFICECW103
CONFERENCECW102
BREAK ROOMCW107
HALLCW100
WOMENCW108
MENCW110
JANCW109
OPEN OFFICECW116
OFFICECW113
OFFICECW115
OFFICECW117
OFFICECW119
OFFICECW120
OFFICECW121
OPEN OFFICECW122
IT WORKROOMCW126
SCREENINGCW133
LANDSIDECUSTODIAL STORAGECW132
LANDSIDECOLD STORAGECW138
LANDSIDEFREEZERCW137
FUTURE AIRSIDECOLD STORAGECW141
FUTURE AIRSIDEFREEZERCW143
AIRSIDECUSTODIAL STORAGECW142
WAREHOUSECW140
AIRSIDEDOCK(NO ROOM NUMBER)
9.6
T
TS
7.5
KEEP CLEAR
ELEC.CW112
VESTIBULECW125
ELECROOMCW136
HALLCW100
CW131
OPEN OFFICECW111
OPEN OFFICECW114
OPEN OFFICECW118
OPEN OFFICECW123
OPEN OFFICECW124
DISTRIBUTIONCW130
DISTRIBUTIONCW134
IT WORKROOMCW127
A
B
C
D
E
F
CW108A
CW109A
CW110A
CW100A
CW106A
CW
12
5A
CW
13
0A
CW130B CW130C CW130D
CW134A
CW
13
5A
CW136A
CW
14
0A
CW140B
CW
14
0C
CW
13
3A
CW134B
CW
10
6B
CW
11
1A
CW100B
CW107A
CW
10
0C
CW
10
3A
CW102A
CW
10
4A
CW
10
5A
CW 113A
CW115A
CW117A
CW119A
CW
12
0A
CW
12
1A
CW
12
5C
CW
11
2A
CW127A
CW
13
2A
CW
13
3C
CW
13
3B
CW
14
2A
CW125B
2
1
FLOOR PLAN
JOB: 05003.0700.11DATE: 04.01.08
SHEET:
WIL
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N.
DO
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20
19
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02
.11
Flo
or
Pla
n.d
wg
A02.11
TE
RM
INA
L M
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ION
PR
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RA
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100%
CO
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UC
TIO
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EN
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6741 L
IND
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RG
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RIV
ES
AC
RA
ME
NT
O, C
ALIF
OR
NIA
100% CONSTRUCTION DOCUMENTS04.01.08
ISSUES
REVISIONS
01
CE
NT
RA
L W
AR
EH
OU
SE
THESE DOCUMENTS REPRESENT ACOMPILATION OF THE ORIGINALCONSTRUCTION DRAWINGS AND FIELDMARK-UPS AS PROVIDED BY THECONTRACTOR. THE INFORMATION CONTAINEDHEREIN DOES NOT NECESSARILY REFLECTACTUAL BUILT CONDITIONS NOR HAS IT BEENFIELD VERIFIED BY THE ARCHITECT OFRECORD.
RECORD DOCUMENTSISSUE DATE: 07.15.10
PLANNORTH
SCALE: 1/8" = 1'-0"01 FLOOR PLAN
18'-0" 15'-0" 30'-0" 15'-0" 30'-0" 30'-0" 30'-0"
25'-0
"25'-0
"25'-0
"5'-0
"25'-0
"
15'-0" 30'-0"
A06.11
01
A06.11
01
A01.11
01
16'-0" 14'-0"
A05.10
01
A05.10
02
A05.10
03
A05.11
01
A05.11
02
A05.11
03
A05.12
01
01
A06.22
02
A06.22
01
A06.21
A06.10
01
A06.10
01
A06.10
02
A06.10
02
A06.10
03
A06.10
0302
A06.20
01
A06.20
03
A06.20
02
A06.21
12'-6
"7'-6
"
GENERAL NOTES:1. DIMENSIONS ARE TO THE CENTER OF COLUMN OR
FACE OF STUD, U.N.O.
2. INTERIOR PARTITIONS ARE TYPE P-1A, U.N.O. SEEWALL PARTITION TYPES ON SHEET A02.00
3. DOORS ADJACENT TO A PERPENDICULAR WALLSHALL BE 4" FROM SUCH WALL TO DOOR ROUGHOPENING, U.N.O.
4. SEE SHEET A08.10 FOR GLAZING ELEVATIONS
5. SEE SHEET A09.00 FOR FINISH SCHEDULE
6. SEE SHEET A08.30 FOR DOOR SCHEDULE
7. SEE 04/A07.21 FOR TYPICAL WALL BASEATTACHMENT
A04.10
03
A04.11
07
P-2A
P-2A
P-2
P-11A
P-11A
P-11A
03
A06.22
03
A06.21
F.D.
F.D.
D.F.
12'-0"
10'-10"
13'-1"
1'-2"
20'-8
"
6'-0
"
2'-8"ROOF ACCESSLADDER- SEE
5'-1
0"
13'-4
"
5'-0
"
3'-4" 15'-2"
6'-0
"
3'-4"
2'-8
"
2'-6
"6'-9
"
5'-6
"7'-6" 9'-0" 9'-0"
A04.10
01
MEZZANINEABOVE
A06.31
08
A06.31
09
AT PRECASTPANEL
AT TRANSLUCENTWALL PANEL
A06.31
10B
2'-0
"8'-0
"
SEE SITE PLAN A01.10 FORCONC. FLATWORK, TYP.
STEEL COLUMN FORATTACHMENT OFOVERHEAD DOOR- SEESTRUCTURAL S02.11, TYP.
EJ ABOVE DOOR
EJ ABOVEDOOR
CONC. TOPPING SLAB AT COLDSTORAGE AND FREEZER SHOWNHATCHED- SEE STRUCTURAL S02.11
7"
STEEL BRACED FRAME- SEESTRUCTURAL S02.11, TYP.
RAINWATER LEADER FOR ROOFAND OVERFLOW DRAINS- SEEPLUMBING P02.11, TYP.
15'-0"
TYP.
A07.21
12
3'-1
1"
A06.31
05A
TYP.OUTSIDECORNER
TYP.INSIDECORNER
A06.31
05B
8. SEE 05/A07.21 AND 06/A07.21 FOR TYPICAL WALLBACKING PLATE DETAILS.
9. SEE 11/A07.21 FOR TYPICAL PARTITION CORNERAND END DETAIL
10. SEE 08/A07.21 FOR TYPICAL CONTROL JOINT ATRATED WALL
11. EXTERIOR WALL FURRING TO BE TYPE P-2 U.N.O. SEE 14/A07.23 FOR ATTACHMENT AT TOP OF WALL.
12. ADD 3/4" AC PLYWOOD TO +4'-0" A.F.F. ASINDICATEDPLYWOOD TO BE PAINTED, COLOR TO MATCHADJACENT WALL.
13. SEE 07/A07.21, 09/A07.21, 10/A07.21 FOR TYPICALPARTITION INTERSECTIONS.
14. SEE
SERVICE SINK, SEESHEET P02.11
13'-9"
P-11A
30'-8 1/2"16'-1"
9'-9"
8"
SLO
PE
2.3
%3'-8 1/2" 8'-3 1/2" 11'-3 1/2"
33'-8"
1'-4"
P-11A
EJ
1'-0"
3'-4
"13'-4
"
SEE SITE PLAN A01.10 FORCONCRETE FLATWORK, TYP.
273'-4"
1'-8" 1'-8"
128'-4
"
1'-8
"1'-8
"
FLOOR SINK, SEESHEET P02.11
AT TRANSLUCENTWALL PANEL
AT PRECASTPANEL
AT PARAPET
A07.21
13
A07.21
14
A07.21
15
OPP.
A07.21
13
BATTERY CHARGING AREABENCHES & EQUIPMENT, NIC
BATTERY CHARGING AREABENCHES & EQUIPMENT, NIC
P-11
P-11
P-11
P-11
P-11AP-11
P-1
P-1
P-1
P-1
P-1
P-11A
P-11A P-1
P-11AP-4A P-4A
P-1
P-1
P-11
P-11
P-300A
P-300A
P-300A
1'-8"
7" 5"
6'-5"
A02.22
06
1'-0
"
STEEL COLUMN FORATTACHMENT OFOVERHEAD DOOR- SEESTRUCTURAL S02.11, TYP.
BRACE FRAME - SEESTRUC. S02.11, TYP.
A07.22
05
A07.22
06
A07.22
07
A07.22
08
A07.22
09
A07.22
10
A07.22
11
A07.22
12
A07.22
13
A07.22
14
A07.22
15
7"
5'-1
0"
19'-6
"
ALIGN
ALIGN
7'-8"
11'-8" 2'-10"8"
3'-11"10"
2'-0
"10"
5'-0"
7'-0
"
7'-6
"12'-0
"12'-0
"12'-0
"
1'-0
"
9"
ALIG
N
12'-0"
1'-0"
10'-0"
STEEL COLUMNS IN WALL-SEE STRUCTURAL S02.11,TYP.
7'-0" H. PARTIALHEIGHT WALL,TYP.
7"
7'-1"6" 7'-1" 15'-8"
P-11
P-11
8'-0
"
8'-0
"
10'-4
"
10"
A07.23
01
A07.23
02
A07.23
03
A07.23
04
A07.23
05
A07.23
06
A07.23
07
8'-6
"05/A04.11
04/A04.11
06/A04.11
BOLLARD, TYP.SEE 06/A01.11
P-300A
P-300A
A07.22
02
A07.22
02
A07.22
02
3"x 3"x 48"H. x 16 GA.SHEET METAL CORNERGUARD, TYP. WHEREOCCURS
ABOVEA07.23
13
02
14. SEE 01/A07.22 FOR TYPICAL OPENING INACOUSTICAL PARTITION
P-11 P-11A
P-11A
02ADDENDUM 304.28.08
01 NOT USED ON THIS SHEET
03ASI 00209.11.08
04ASI 00810.30.08
4'-4"
04
04
P-1TO UNDERSIDEOF MEZZ. DECK
04ADD FURRING &SILL EXTENDER
05AREA OF WAREHOUSE 132TO HAVE IN-RACK FIRESPRINKLER CAPABILITY
05ASI 013 REVISED12.11.08
A07.22
14A07.23
15
06RFI 13212.24.08
06
3'-0
"
P-1
4'-4"
3'-4"
10"
07ASI 01903.09.09
07
07
07
07
FIRE DEPARTMENTKNOX-BOX, EXACTLOCATION WILL BEDETERMINDED BYTHE ARCHITECT ONSITE, SEE
A06.32
15
08
08ASI 02003.10.09
FUTUREFUTURE
FUTURE
BOLLARD, TYP.SEE 06/A01.11
10 10
10
10ASI 01011.26.08
09ASI 0911.21.08
09 OMIT FENCING
11ASI 025, ROOM NUMBER CHANGE01.11.10
11
EL. 100'-0"T.O. SLAB
EL. 100'-0"T.O. SLAB
ENLARGED PLANSECTIONSELEVATIONS &DETAILS
JOB: 05003.0700.11DATE: 04.01.08
SHEET:
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.11
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100%
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6741 L
IND
BE
RG
H D
RIV
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AC
RA
ME
NT
O, C
ALIF
OR
NIA
100% CONSTRUCTION DOCUMENTS04.01.08
ISSUES
REVISIONS
01
CE
NT
RA
L W
AR
EH
OU
SE
THESE DOCUMENTS REPRESENT ACOMPILATION OF THE ORIGINALCONSTRUCTION DRAWINGS AND FIELDMARK-UPS AS PROVIDED BY THECONTRACTOR. THE INFORMATION CONTAINEDHEREIN DOES NOT NECESSARILY REFLECTACTUAL BUILT CONDITIONS NOR HAS IT BEENFIELD VERIFIED BY THE ARCHITECT OFRECORD.
RECORD DOCUMENTSISSUE DATE: 07.15.10
6
A
B
78
SCALE: 1/4" = 1'-0"01 ENLARGED PLAN - LOADING DOCK
5.5
B.3
B.1
29.26
FIN. FLR. - 29.30
FIN. FLR. -29.30
FIN. FLR. -29.30
29.26 29.26 29.26 29.26
29.28
29.28
29.2829.28
29.28
29.28
29.14
T.O. DOCK
25.14B.O. DOCK
27.8228.32 TC27.82
28.80 28.80
28.50 TC27.98
28.68 TC28.18
29.14
29.0429.04
29.14
29.14
29.14
27.98
28.50 TC27.98
28.32 TC27.82
29.68 TC
29.68 TC
29.28
29.28
FIN. FLR. -29.30
28.49 28.80 TC28.49
29.18
29.18
1'-0
"
STEEL EDGE ANGLEEMBED AT LEVELERPIT, TYP.A
LIG
N W
/D
OO
R
ALIG
N W
/D
OO
R
ALIG
N W
/D
OO
R
DOCK LEVELER7'-0" W. X 8'-0" L.
DOCK LEVELER7'-0" W. X 8'-0" L.
ALIGN ALIGN
EXP. JOINT,TYP.
EXP. JOINTS, TYP.
2'-0"
TYP.
TRENCH DRAIN- SEECIVIL SHEET C01.00
4" 4"
15'-0" 15'-0" 15'-0" 8"
25.09T.O. DRAIN
8"
AS
PH
.P
AV
ING
CO
NC
.P
AV
ING
AS
PH
.P
AV
ING
CO
NC
.P
AV
ING
CONC. PAVING- SEESTRUCTURAL SHEETS02.11
CONC. RETAINING WALL-SEE STRUCTURAL SHEETS02.11, TYP.
CANOPY ABOVE SHOWNDASHED, SEE A02.20
SLO
PE
5.1
%
SLO
PE
3.5
%S
LO
PE
1.2
%
SLO
PE
1.2
%S
LO
PE
1.5
%S
LO
PE
SLO
PE
SLO
PE
1.2
%
DOCK BUMPERS, TYP.
24'-0
"15'-8
"15'-0
"11'-1
0"
29.00
T.O. WALL
29.64
T.O. WALL
29.54
T.O. WALL
29.30
T.O. WALL
29.64T.O.WALL
29.54
29.30
29.00T.O. WALL
T.O.WALL
T.O.WALL
CONC. SLAB
01
A06.22
12'-3"
5'-0"3'-1 1/2" 3'-1 1/2"6" 6"
5'-6
"3'-0
"5'-0
"3'-0
"5'-0
"2'-0
"6"
R3'
-0"
CONTROL JOINTS,TYP.
6" HIGH CONCRETECURB, TYP.
ON STRAIGHT CONCRETESIDEWALK, A EXP. JT AT EACHCORNER OR 20'-0" O.C. AND ACONTROL JOINT AT 5'-0" O.C.
CONCRETE FLATWORK TOMATCH THE OTHER SIDEOF LOADING DOCK
PLANNORTH
SCALE: 1/4" = 1'-0"03 DOCK RAMP AND RAIL- SOUTH
SCALE: 1/4" = 1'-0"02 DOCK RAMP AND RAIL- NORTH
A01.11
02
A01.11
03
54'-2"
12 EQ. SP.
3"3"
3" 54'-2"
12 EQ. SP.
3"
DOCK EDGE
EXTEND WALLABOVE DOCK
GUARD RAIL
TRENCHDRAIN- SEECIVIL SHEETC02.61
NOTE:SEE 2/A01.11 FOR ADDITIONALNOTES AND DIMENSIONS
CURB
EXP. JT.- ALIGN W/ JOINTSAT CONC. PAVING
LINE OF WALK BEYONDSHOWN DASHED
CONC. RETAINING WALL-SEE STRUCTURAL SHEETS02.11, TYP.
NOTE:SEE 1/A01.11 FOR GRADEELEVATIONS AND ADDITIONALNOTES
1'-0
"
8"
1'-0
"
1'-0"
BOLLARD, SEE CIVILSHEET C01.10, TYP.
5'-6"
1'-0
"
BOLLARD,SEE 6/A01.11,TYP.
BOLLARD- SEE6/A01.11, TYP.
1'-0
"
ALIGN W/ EDGEOF DOOR JAMB,TYP.
BOLLARD
VEHICLE RESTRAINT,TYP.
STEEL ANGLE EMBEDAT DOCK EDGE, TYP.
3x3x14" ANLGE
IRON ON OPENEDGE OFLOADING DOCK
DOOR GUARD,TYP.
NOTE:NOMINAL DOCK LEVELER ANDLIFT SIZES SHOWN, EXACTDIMENSIONS PER SPECIFICEQUIPMENT SELECTED
DOCK LEVELER7'-0" W. X 8'-0" L.
SCALE: 1 1/2" = 1'-0"04 GUARDRAIL AT RETAINING WALL
SCALE: 1" = 1'-0"05 TRASH COMPACTOR GUIDE RAIL
A06.31
12
LIGHT STANDARD,TYP.
TYP.
04
A01.11
TYP.
04
A01.11
01
01
01ADDENDUM 204.14.08
02RFI 009910.09.08
023"1'-10"02
KEEP CLEAR
STORAGEMEZZANINECW200
EL. 112'-0"T.O. MEZZ.
EL. 100'-0"T.O. SLAB
EL. 112'-0"T.O. MEZZ.
EL. 100'-0"T.O. SLAB
EL. 112'-0"T.O. MEZZ.
EL. 100'-0"T.O. SLAB
ENLARGEDPLANSSECTIONSELEVATIONS
JOB: 05003.0700.11DATE: 04.01.08
SHEET:
WIL
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6741 L
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ALIF
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100% CONSTRUCTION DOCUMENTS04.01.08
ISSUES
REVISIONS
01
CE
NT
RA
L W
AR
EH
OU
SE
THESE DOCUMENTS REPRESENT ACOMPILATION OF THE ORIGINALCONSTRUCTION DRAWINGS AND FIELDMARK-UPS AS PROVIDED BY THECONTRACTOR. THE INFORMATION CONTAINEDHEREIN DOES NOT NECESSARILY REFLECTACTUAL BUILT CONDITIONS NOR HAS IT BEENFIELD VERIFIED BY THE ARCHITECT OFRECORD.
RECORD DOCUMENTSISSUE DATE: 07.15.10
A
1
B D
C.5
C
910
DN
2
SCALE: 1/4" = 1'-0"01 MEZZANINE AND STAIR PLANSCALE: 1/4" = 1'-0"03 AIRSIDE DOCK PLAN
PLANNORTH
HAND RAIL
WIRE MESH PARTITIONSYSTEM
WIRE MESH PARTITIONSYSTEM
SCALE: 1/4" = 1'-0"05 STAIR SECTION AND MEZZANINE ELEVATION - SOUTH
6'-3
3/8
"
11 R
ISE
RS
AT
6.8
6"
5'-8
5/8
"
10 R
ISE
RS
AT
6.8
6"STEEL CHANNEL
FASCIA, TYP.
STEEL BEAMBEYOND
CONC. FILL OVERMETAL PAN TREAD,TYP.
STEEL CHANNELSTRINGERS, TYP.
SUPPORT IF REQ'D
HAND RAIL,TYP.
SCALE: 1/4" = 1'-0"02 MEZZANINE ELEVATION - EAST
SCALE: 1/4" = 1'-0"04 STAIR ELEVATION - SOUTH
A04.10
04
A04.10
02
29.30
FIN. FLR. - 29.30
28.42
28.30
28.1828.68 TC28.18 A
SP
H.
PA
VIN
GC
ON
C.
PA
VIN
G
28.80 TC 28.3228.32
1'-0
"
1'-0
"
1'-0"
AIRSIDEDOCK
29.30
28.42
28.3428.34
28.3028.80 TC
28.68 TC28.18
1'-0
"
6'-0" 6'-0" 6'-0"5'-4"
4'-0
"21'-0
"
SLO
PE
4.2
%S
LO
PE
2%
SLO
PE
2%6'-0
"
2'-0"
R3'-0"
6" HIGH CONC.CURB, TYP.
BOLLARD, SEECIVIL SHEETC01.10, TYP.
2'-5
1/2
"
BOLLARD, TYP.
6" HIGH CONC.CURB, TYP.
ALIGN CENTER W/EDGE OF DOORJAMB, TYP.
DOORGUARD, TYP.
STRIPING FOR VISUALIMPAIRED, SEETYP.
COLUMN BEYOND,TYP.
8'-3"
9 TREADS AT 11"
4'-0" 9'-2"
10 TREADS AT 11"
4'-0
"1'-2
"
1'-11"
1'-0"
WIRE MESH PARTITIONSYSTEM
05
A04.10
9 9.6 10
D C.5 C
9 9.6 10
SEE 5/A04.10 FORADDITIONAL NOTESAND DIMENSIONS
FIRE RISER
2'-6
"6'-0
"6'-0
"6'-0
"
CARD READER &BOLLARDS
01
3 EQ. SP. 2'-10 3/4" 3 EQ. SP.
TYP.
5'-0" 5'-0" 4'-2 7/8"
VERIFY
3 EQ. SP. 2'-10 3/4" 3 EQ. SP.
5'-0" 5'-0" 6'-0"
5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"
WIRE MESHPARTITIONSYSTEM
STEEL CHANNELFASCIA, TYP.
STEEL BEAMBEYOND
COLUMN BEYOND,TYP.
HAND RAIL
STRUCTURAL BRACEFRAME BEYOND,SHOWN DASHED
8'-0
"
8'-0
"
8'-0
"
01
0101
OFFICE116
6"
PARTIAL WALL UNDERSTAIR STRINGER
PARTIAL HEIGHT WALL
7'-0
"
PARTIAL HEIGHT WALL
12'-0" 3'-9" 7" 3"
7" 3"
TYP.
01
A07.24
A07.24
06
TYP.
01
A07.24
A07.24
04
A07.24
02
05
A07.24
A07.24
07
02
EXPOSED HVAC DUCTSABOVE- SEE M02.11, TYP.
EXPOSED HVAC DUCTSABOVE- SEE M02.11, TYP.
EXPOSED HVAC DUCTSABOVE- SEE M02.11, TYP.
01ADDENDUM 204.14.08
02ADDENDUM 304.28.08
03ASI 025, ROOM NUMBER CHANGE01.11.10
03
03
1098765.554321
EL. 122'-0"T.O. PARAPET
EL. 100'-0"T.O. SLAB
6741
DC.5CB.5BA
EL. 122'-0"T.O. PARAPET
EL. 122'-0"T.O. PARAPET
EL. 126'-4"T.O. PARAPET
EL. 100'-0"T.O. SLAB
D C.5 C B.5 B A
EL. 126'-4"T.O. PARAPET
EL. 100'-0"T.O. SLAB
EL. 122'-0"T.O. PARAPET
EL. 122'-0"T.O. PARAPET
EL. 100'-0"T.O. SLAB
EL. 108-2"T.O. SLAB
EXTERIORELEVATIONS
JOB: 05003.0700.11DATE: 04.01.08
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100% CONSTRUCTION DOCUMENTS04.01.08
ISSUES
REVISIONS
01
CE
NT
RA
L W
AR
EH
OU
SE
THESE DOCUMENTS REPRESENT ACOMPILATION OF THE ORIGINALCONSTRUCTION DRAWINGS AND FIELDMARK-UPS AS PROVIDED BY THECONTRACTOR. THE INFORMATION CONTAINEDHEREIN DOES NOT NECESSARILY REFLECTACTUAL BUILT CONDITIONS NOR HAS IT BEENFIELD VERIFIED BY THE ARCHITECT OFRECORD.
RECORD DOCUMENTSISSUE DATE: 07.15.10
SCALE: 1/8" = 1'-0"01 WEST ELEVATION
SCALE: 1/8" = 1'-0"03 PARTIAL SOUTH ELEVATION
SCALE: 1/8" = 1'-0"02 PARTIAL NORTH ELEVATION
TRANSLUCENT INSULATED WALLPANEL SYSTEM BEYOND
INSULATED PRECASTCONCRETE PANEL - PC1
BRAKE FORMED ALUMINUM"PICTURE FRAME" AROUNDSTOREFRONT WINDOW - MA1
TRANSLUCENT INSULATED WALLPANEL SYSTEM BEYOND
INSULATED PRECASTCONCRETE PANEL - PC1
OVERHEAD COILINGSERVICE DOOR - EP1
TRANSLUCENT INSULATED WALLPANEL SYSTEM - TP1/TF1
INSULATED PRECASTCONCRETE PANEL - PC1
TRANSLUCENT INSULATED WALLPANEL SYSTEM - TP1/TF1
INSULATED PRECASTCONCRETE PANEL - PC1
LOADING DOCK
OVERHEAD COILINGSERVICE DOOR, TYP. -EP1
DOCK LEVELER, TYP.
VEHICLE RESTRAINT, TYP.
BRAKE FORMED ALUM.FASCIA AT CANOPY - MA1
INSULATED PRECASTCONCRETE PANEL - PC1
PRECAST CONCRETEPYLON - PC1
DOCK BUMPER, TYP.
BOLLARD, TYP.
OVERFLOW DOWNSPOUTNOZZLE, TYP.
BRAKE FORMED ALUM.FASCIA AT CANOPY - MA1
HVAC UNIT BEYOND, TYP.
HVAC UNIT BEYOND,TYP.
1'-2" 10'-0"
TYP.
5'-0" 1'-2"
5'-0"1'-2" 10'-0"
TYP.
1'-2"
GENERAL NOTES:1. SEE SHEET A08.10 FOR GLAZING ELEVATIONS.
2. SEE SHEET A08.30 FOR DOOR SCHEDULE.
3. SEE 1A/06.31 FOR TYPICAL INSULATED PRECASTCONCRETE PANEL ASSEMBLY.
4. SEE 1B/A06.31 FOR TYPICAL FLAT-LOCK ZINC PANELSYSTEM.
5. SEE 2A/A06.31 FOR TYPICAL PROFILED METAL WALLPANEL ASSEMBLY.
6. SEE 2B/A06.31 FOR TYPICAL ALUMINUM BRAKEFORMED METAL PANEL ASSEMBLY.
7. SEE 6A/A06.31 FOR TYPICAL PRECAST PANEL JOINTS.
8. SEE 6B/A06.31 FOR TYPICAL PRECAST PANELREVEALS.
19
1820
21
27
28
293032
31
34 33
35
36
41
23
42
43
42
43
42
43
44
46
45
47
2225
232426
22OPP.
25OPP.
38 373940
52 52
LOADING DOCK LIGHTAT +6'-0", TYP.
VEHICLE RESTRAINT SIGNALLIGHT AND SIGNAGE, TYP.
BUILDING ADDRESS SIGNAGE-SEE SHEET AG01.10
9. SEE SHEET A05.13, A05.14, AND A05.15 FOR TYPICALPRECAST PANEL ELEVATIONS.
10. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATIONON EXTERIOR FINISHES.
SEE 4/A05.11 FOR EXTERIORELEVATIONS OF ALCOVE
SCALE: 1/8" = 1'-0"04 ALCOVE ELEVATIONS
BRAKE FORMED ALUM.WALL PANEL, TYP. - MA1
INSULATED PRECASTPANEL, TYP. - PC1
TYP.
######
##
TYP.
######
##
TYP.
######
##
HOLLOW METAL DOORAND FRAME - EP1
STOREFRONT DOOR ANDWINDOW FRAME, TYP. - SF1
HOLLOW METAL DOOR ANDFRAME - EP1
HOLLOW METAL DOOR ANDFRAME - EP1
ALUM. STOREFRONTWINDOW, TYP. - SF1
HOLLOW METAL DOORAND FRAME - EP1
SHEET METAL COPING, TYP. - MS2SHEET METAL COPING, TYP. - MS2
SHEET METAL COPING, TYP. - MS2
SHEET METAL COPING, TYP. - MS1
SHEET METAL COPING, TYP. - MS1
SHEET METAL COPING, TYP. - MS2
SHEET METAL COPING, TYP. - MS2
PRECAST PANELSPC1 CUSTOM COLOR TO MATCH ARCHITECT'S SAMPLE.
TRANSLUCENT INSULATED WALL PANELTP1 PANEL- TO MATCH KALWALL WHITETF1 FRAME- TO MATCH KALWALL #79 ALUMINUM
EXTERIOR PAINT OR POWDERCOATEP1 TO MATCH ICI #583 GREY HEARTH
BRAKE FORMED METAL - ALUMINUMMA1 TO MATCH PPG UC51595XL MEDIUM GRAY
BRAKE FORMED METAL - STEELMS1 TO MATCH KALWALL #79 ALUMINUMMS2 TO MATCH PPG UC51595XL MEDIUM GRAY
ZINC METAL PANELMZ1 TO MATCH UMICORE VM-ZINC ANTHRA-ZINC
EXTERIOR FINISHES:METAL SOFFIT PANEL
S1 TO MATCH PPG UC51595XL MEDIUM GRAY
PROFILED METAL PANELMP1 TO MATCH KAWALL #79 ALUMINUMMP2 TO MATCH PPG UC51595XL MEDIUM GRAY
ALUMINUM FRAME STOREFRONTSF1 TO MATCH PPG UC51595XL MEDIUM GRAY
GLAZINGSEE WINDOW SCHEDULE ON SHEET A8.10 ANDSPECIFICATIONS 08 80 00
CONCRETE MASONRYCM1 BASALITE COLOR D225 SPLIT FACE- SINGLE
SCORE; COLORED MORTAR TO BE SELECTED FROM MANUFACTURER'S FULL RANGEOF COLORS
01
SEALANTPROVIDE A MINIMUM OF 4 CUSTOM COLORSEALANTS TO BE SELECTED BY ARCHITECT-LOCATIONS TO BE DETERMINED DEPENDING ONADJACENT MATERIALS
01 01
BOLLARD, TYP.PAINT COLOR TO BEDETERMINED
01
01
20A
02
01ADDENDUM 204.14.08
02ADDENDUM 304.28.08
1
EL. 114'-4"T.O. PANEL
EL. 126'-4"T.O. PARAPET
INSULATED PRECAST CONCRETEPANEL
TRANSLUCENT INSULATED WALLPANEL SYSTEM
EL. 100'-0"T.O. SLAB
CONCRETE SLAB, SEE STRUCTURAL
1'-7"
1'-8"
EL. 124'-9 1/2"B.O. DECK
STEEL BEAM, SEE STRUCTURALPAINTED WHERE EXPOSED
METAL ROOF DECK PERSTRUCTURAL
1/2" GYPSUM SHEATHING OVERLIGHT GAUGE METAL FRAMING
PANEL SUPPORT BEAM
CONC. PAVING WHERE OCCURS
BLOCKOUT AT PANEL ATTACHMENT
6"
1'-2"
06
A02.21
11
A06.31
3
A06.31
RIGID INSULATION
SINGLE PLY MEMBRANE ROOFING
WALL PANEL SUPPORT BEAM- SEESTRUCTURAL S05.11
TUBE STEEL POSTS,SEE STRUCTURAL S02.22
STEEL COLUMN PER STRUCTURAL
4'-0
"4
'-0"
4'-0
"
EL. 118'-7"T.O. STEEL
EL. 122'-7"T.O. STEEL
EL. 114'-7"T.O. STEEL
EL. 113'-0"T.O. STEEL
NOTE:· SEE STRUCTURAL S02.11 FOR
FOOTINGS· ALL WOOD / LUMBER USED IN THIS
PROJECT TO BE FIRE RETARDANTPRESSURE TREATED PERSPECIFICATIONS 06 05 73 UNLESSOTHERWISE NOTED
WAREHOUSECW140
1
OVERHEAD COILINGSERVICE DOOR
PRECAST CONCRETE PANELBEYOND
BRAKE FORMED METAL PANEL OVER1/2" GYPSUM SHEATHING OVERLIGHT GAUGE METAL FRAMING
8'-2
"
EL. 100'-0"T.O. SLAB
EL. 126'-4"T.O. PARAPET
TRANSLUCENT INSULATED WALLPANEL SYSTEM
1'-2"
STEEL BEAM, SEE STRUCTURALPAINTED WHERE EXPOSED
1/2" GYPSUM SHEATHING OVERLIGHT GAUGE METAL FRAMING
PANEL SUPPORT BEAM
CONCRETE SLAB, SEE STRUCTURAL
1'-7"
ASPHALT PAVING WHERE OCCURS
METAL ROOF DECK,SEE STRUCTURAL
EL. 124'-9 1/2"B.O. DECK
13
A06.31
06
A02.21
RIGID INSULATION
SINGLE PLY MEMBRANE ROOFING
TUBE STEEL POSTS,SEE STRUCTURAL S02.22
WALL PANEL SUPPORT BEAM- SEESTRUCTURAL S05.11
STEEL COLUMN PER STRUCTURAL
4'-0
"4
'-0"
4'-0
"4
'-0"
EL. 118'-7"T.O. STEEL
EL. 122'-7"T.O. STEEL
EL. 114'-7"T.O. STEEL
EL. 113'-0"T.O. STEEL
EL. 110'-7"T.O. STEEL
STEEL JAMB CHANNEL AT DOOROPENING
NOTE:· SEE STRUCTURAL S02.11 FOR
FOOTINGS· ALL WOOD / LUMBER USED IN THIS
PROJECT TO BE FIRE RETARDANTPRESSURE TREATED PERSPECIFICATIONS 06 05 73 UNLESSOTHERWISE NOTED
WAREHOUSECW140
B.5
EL. 100'-0"T.O. SLAB
TRANSLUCENT INSULATED WALLPANEL SYSTEM
PROFILED METAL PANEL OVER GYP.SHEATHING
EL. 118'- 6 1/2"B.O. DECK
CONCRETE SLAB, SEE STRUCTURAL
EL. 126'-4"T.O. PARAPET
EL. 124'-9 1/2"B.O. DECK
BATT INSULATION
SINGLE PLY MEMBRANE ROOFING
RIGID INSULATION
STEEL BEAM, SEE STRUCTURALPAINTED WHERE EXPOSED
1/2" GYPSUM SHEATHING OVERLIGHT GAUGE METAL FRAMING
METAL ROOF DECK,SEE STRUCTURAL
1'-2"
06
A02.21
RIGID INSULATION
SINGLE PLY MEMBRANE ROOFING
A06.31
14
TUBE STEEL POSTS,SEE STRUCTURAL S02.22
STEEL COLUMN AND BRACE FRAMEPER STRUC. - SHOWN DASHED
4'-0
"
A06.31
15
EL. 122'-7 1/2"T.O. STEEL
1'-2"
NOTE:· SEE STRUCTURAL S02.11 FOR
FOOTINGS· ALL WOOD / LUMBER USED IN THIS
PROJECT TO BE FIRE RETARDANTPRESSURE TREATED PERSPECIFICATIONS 06 05 73 UNLESSOTHERWISE NOTED
SOUND WALL FURRING AT BRACEFRAME PER SCHEDULE
I.T.WORKROOMCW126
HALLCW100
SUSPENDED ACCOUSTICAL CEILING
58" GYP. BD.
A07.23
09
INSTALL T.O. STEEL @ 123'-7 1/2"BETWEEN G.L. 2 & 3, BETWEEN G.L. 4 & 5AND BETWEEN G.L. 8 & 9.
WALL SECTIONS
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100% CONSTRUCTION DOCUMENTS04.01.08
ISSUES
REVISIONS
01
CE
NT
RA
L W
AR
EH
OU
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THESE DOCUMENTS REPRESENT ACOMPILATION OF THE ORIGINALCONSTRUCTION DRAWINGS AND FIELDMARK-UPS AS PROVIDED BY THECONTRACTOR. THE INFORMATION CONTAINEDHEREIN DOES NOT NECESSARILY REFLECTACTUAL BUILT CONDITIONS NOR HAS IT BEENFIELD VERIFIED BY THE ARCHITECT OFRECORD.
RECORD DOCUMENTSISSUE DATE: 07.15.10
SCALE: 3/4" = 1'-0"01 WALL SECTIONSCALE: 3/4" = 1'-0"02 WALL SECTION
SCALE: 3/4" = 1'-0"03 WALL SECTION
02
02ADDENDUM 304.28.08
01 NOT USED ON THIS SHEET
03RFI #08809.30.08
03
04ASI 025, ROOM NUMBER CHANGE01.11.10
040404 04
MEDIUM STILE
FULL GLASSFLUSH DOOR
COILING DOOR
OVERHEAD LOUVERED DOOR
7.
5.
4.
DOOR NOTES:
GLASS WITHIN RATED DOOR ASSEMBLIES SHALL BE 14" CLEAR POLISHED WIREGLASS. GLAZING IN ALL OTHER DOORS SHALL BE TEMPERED. IN DOORS THAT AREPART OF STOREFRONT OR CURTAIN WALL SYSTEMS, PROVIDE TEMPERED GLASSUNLESS NOTED OTHERWISE.
3. ALL RATED DOORS SHALL COMPLY WITH NFPA 80.
PER CBC CHAPTERS 10 AND 11, ALL EXIT DOORS;
PROVIDE ELECTRICAL POWER TO DOORS AS PER REQ'D BY HARDWARESCHEDULE.
2.
SEE SHEET AG01.10 - AG02.13 FOR DOOR SIGNAGE.
SEE HARDWARE SPECIFICATION SECTION 08 71 00 FOR HARDWAREAND HARDWARE MOUNTING HEIGHTS.
A. SHALL BE OPERABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE OREFFORT. BOTH THE DEADBOLT AND LATCH MUST RETRACT WITH ASINGLE-HAND MOTION.
SHALL HAVE HARDWARE MOUNTED BETWEEN 30"AND 34" ABOVE FINISHED FLOOR.
B.
C. SHALL HAVE A MINIMUM SIZE OF 36" WIDE AND 80" TALL ANDSHALL BE LESS THAN 48" IN WIDTH
SHALL BE CAPABLE OF OPENING A MINIMUM OF 90 DEGREES.D.
E. SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32".
SHALL HAVE A THRESHOLD NO MORE THAN 12" IN HEIGHT.F.
G. SHALL HAVE A 10" HIGH SMOOTH, UNINTERRUPTED SURFACEAT THE BOTTOM EDGE
LOCKS ON ALL EGRESS DOORS SHALL ALLOW FOR EXITING.
ALL DOORS SHALL BE FACTORY PREPARED FOR HARDWARE INCLUDINGINTERNAL BACKING FOR ALL CLOSERS.
4.
PROVIDE LEVER HANDLES AT ALL LOCK DEVICES1.
2.
3.
PROVIDE WEATHERSTRIPPING, RAIN DRIPS, AND THRESHOLDS AT ALLEXTERIOR DOORS.
HARDWARE NOTES:
5.
6.
PROVIDE SMOKE GASKETS AT ALL RATED INTERIOR DOORS.
ALL HARDWARE COMPONENTS SHALL CONFORM TO THE CODES ANDSTANDARDS SPECIFIED IN SECTION 08 71 00.
ABBREVIATIONS:
SEE FINISH SCHEDULE SHEET A09.00 FOR PAINT FINISHES AND COLORS8.
PROVIDE TEMPERED SAFETY GLASS IN SIDELIGHTS AND ALL PANELS WITHIN 24" OFEITHER EDGE OF THE DOOR.
6.
SEE SPECIFICATIONS SECTION 08 80 00 FOR GLASS TYPES.9.
SEE WINDOW SCHEDULE SHEET A08.10 FOR STOREFRONT CONFIGURATIONS.10.
SF = STOREFRONT - SEE WINDOW SCHEDULESC-WD = SOLID CORE WOODHM = HOLLOW METALAL = ALUMINUMSTL = STEELPREFIN. = FACTORY PREFINISHED - REFER TO SPECST = TEMPEREDP* = PAINT COLORW* = WOOD VENEER
1.
VINYL STRIP CURTAIN@ ALL EXT. OVERHEADCOILING DOORS
AS
SC
HE
D.
2"
2" AS
SCHED.
2"
AS
SC
HE
D.
2"
2" AS SCHED. 2"
2" AS
SCHED.
2"
AS
SC
HE
D.
2"
2'-0
"2
"
AS
SC
HE
D.
2"
2" AS
SCHED.
2"1'-10"
@ 4C
1'-4"
@ 4B
1"-2"
@ 4A
2"
DOORSCHEDULE
JOB: 05003.0700.11DATE: 04.01.08
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6741 L
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OR
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100% CONSTRUCTION DOCUMENTS04.01.08
ISSUES
REVISIONS
01
CE
NT
RA
L W
AR
EH
OU
SE
THESE DOCUMENTS REPRESENT ACOMPILATION OF THE ORIGINALCONSTRUCTION DRAWINGS AND FIELDMARK-UPS AS PROVIDED BY THECONTRACTOR. THE INFORMATION CONTAINEDHEREIN DOES NOT NECESSARILY REFLECTACTUAL BUILT CONDITIONS NOR HAS IT BEENFIELD VERIFIED BY THE ARCHITECT OFRECORD.
RECORD DOCUMENTSISSUE DATE: 07.15.10
DOOR SCHEDULE
REV. MARK
GROUND FLOOR
CW100A
CW100B
CW100C
CW102A
CW103A
CW104A
CW105A
CW106A
CW106B
CW107A
CW108A
CW109A
CW110A
CW111A
CW112A
CW113A
CW115A
CW117A
CW119A
CW120A
CW121A
CW125A
CW125B
CW125C
CW127A
CW130A
CW130B
CW130C
CW130D
CW132A
CW133A
CW133B
CW133C
CW134A
CW134B
CW135A
CW136A
CW140A
CW140B
CW140C
CW142A
DOOR
NO
MIN
AL S
IZE
3'-0" x 8'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 8'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-0" x 8'-0"
3'-0" x 7'-0"
3'-0" x 7'-0"
3'-6" x 7'-0" PR
3'-0" x 8'-0"
8'-0" x 10'-0"
8'-0" x 10'-0"
8'-0" x 10'-0"
3'-6" x 7'-0" PR
16'-0" x 14'-0"
3'-0" x 7'-0"
16'-0" x 14'-0"
4'-0" x 8'-0"
4'-0"x 8'-0" PR
4'-0" x 7'-0"
3'-6" x 8'-0"
3'-0" x 7'-0"
18'-0" x 13'-0"
8'-0" x 8'-2"
3'-6" x 7'-0" PR
TH
ICK
NE
SS
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
-
-
-
1 3/4"
-
1 3/4"
-
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
-
-
1 3/4"
TY
PE
F
F
F
F
F
F
F
FG
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
OH
OH
OH
F
OH
F
OH
F
F
F
L
F
OH
OH
F
MA
TE
RIA
L
HM
WD
WD
WD
WD
WD
WD
ALUM
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
HM
WD
HM
HM
HM
steel
steel
steel
HM
steel
HM
steel
HM
HM
HM
HM
HM
steel
steel
HM
FIN
ISH
paint
W
W
W
W
W
W
prefin
W
W
W
W
W
W
W
W
W
W
W
W
W
paint
W
paint
paint
paint
prefin
prefin
prefin
paint
prefin
paint
prefin
paint
paint
paint
paint
paint
prefin
prefin
paint
FRAME
TY
PE
1
4C
1
4B
4B
4B
4B
SF
1
1
1
1
1
4A
1
4B
4B
1
4B
4B
4B
1
1
1
2
1
-
-
-
2
-
1
-
1
2
1
1
3
-
-
2
MA
TE
RIA
L
HM
HM
HM
HM
HM
HM
HM
ALUM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
steel
steel
steel
HM
steel
HM
steel
HM
HM
HM
HM
HM
steel
steel
HM
FIN
ISH
paint
paint
paint
paint
paint
paint
paint
prefin
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
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paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
paint
DETAILS
HE
AD
04A/A08.41
07 & 10/A08.41
07/A08.41
07 & 10/A08.41
07 & 10/A08.41
07 & 10/A08.41
07 & 10/A08.41
01A/A08.41
07/A08.41
07/A08.41
07/A08.41
07/A08.41
07/A08.41
07 & 10/A08.41
07/A08.41
07 & 10/A08.41
07 & 10/A08.41
07/A08.41
07 & 10/A08.41
07 & 10/A08.41
07 & 10/A08.41
02A/A08.41
07/A08.41
07/A08.41
07/A08.41
02A/A08.41
05A/A08.41
05A/A08.41
05A/A08.41
07/A08.41
06A/A08.41
07/A08.41
06A/A08.41
02A/A08.41
07/A08.41
07/A08.41
04B/A08.41
02A&B/A08.41
05A/A08.41
13/A06.31
07/A08.41
JA
MB
04B/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
01B/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
02C/A08.41
08/A08.41
08/A08.41
08/A08.41
04B/A08.41
05B/A08.41
05B/A08.41
05B/A08.41
08/A08.41
06B/A08.41
08/A08.41
06B/A08.41
02C/A08.41
08/A08.41
08/A08.41
04B/A08.41
02C/A08.41
05B/A08.41
05B/A08.41
08/A08.41
JA
MB
04B/A08.41
11/A08.41
08/A08.41
11/A08.41
11/A08.41
11/A08.41
11/A08.41
01B/A08.41 sim.
08/A08.41
08/A08.41
08/A08.41
08/A08.41
08/A08.41
11/A08.41
08/A08.41
11/A08.41
11/A08.41
08/A08.41
11/A08.41
11/A08.41
11/A08.41
02C/A08.41
08/A08.41
08/A08.41
08/A08.41
04B/A08.41
05B/A08.41
05B/A08.41
05B/A08.41
08/A08.41
06B/A08.41
08/A08.41
06B/A08.41
02C/A08.41
08/A08.41
08/A08.41
04B/A08.41
02C/A08.41
05B/A08.41
05B/A08.41
08/A08.41
SIL
L
03B/A08.41
10/A08.41
06/A09.00
10/A08.41
10/A08.41
10/A08.41
10/A08.41
03A/A08.41
06/A09.00
-
03/A09.00
05/A09.00
03/A09.00
10/A08.41
04/A09.00
10/A08.41
10/A08.41
-
10/A08.41
10/A08.41
10/A08.41
03B/A08.41
-
04/A09.00
-
03B/A08.41
-
-
-
-
-
-
-
03B/A08.41
-
-
03B/A08.41
03B/A08.41
-
-
-
LABEL
FIR
E R
AT
ING
---
---
---
---
---
---
---
---
---
---
45 min.
45 min.
---
45 min.
---
---
---
---
---
HG
HA
RD
WA
RE
07
05
07
07
08
08
08
08
07A
09
02
01
06
08
08
REMARKS
motor operator, vinyl strip curtain
motor operator, vinyl strip curtain
motor operator, vinyl strip curtain
motor operator
see M02.11 for door louver intake requirement
motor operator, vinyl strip curtain
motor operator, vinyl strip curtain
6"
10"
6" 6"
10"
1'-9
"
6" 6"
01
01
01
02
02
02
02
02
02
02
SCALE: ############01 DOOR TYPES
SCALE: ############02 DOOR FRAMES
02
02ADDENDUM 304.28.08
01 NOT USED ON THIS SHEET
03ASI 025, ROOM NUMBER CHANGE01.11.10
03