Attachment_15,_Re-issued_Drawings.pdf
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- Attached to
- VA Livermore Phase B, Construct Community Based Outpatient Clinic, and Central Utility Plant, Stockton, CA
- Solicitation number
- W91238-18-R-0056
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Attachment 15 - Reissued Drawings
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CLARIFICATIONS
ARCHITECTURE/
INTERIOR DESIGN/
SECURITY/SIGNAGE/
COMMUNICATIONS/ MEDICAL
EQUIPMENT/ MASTER PLAN
LANDSCAPE/
ENVIRONMENTAL
ASSESSMENT:
HDR Architecture, Inc.
201 California Street, Suite 1500 San Francisco, CA 94111 o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h t o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h s o t
Drawing number
Drawn
Location
Project Title
Date Checked by
Drawing Title
1 2 3 4 5 6
A
B
C
D
E
F
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
CONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management
7 8 9
MECHANICAL/ELECTRICAL/
PLUMBING:
Gayner Engineers 1133 Post Street San Francisco,CA 94109
STRUCTURAL:
Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105
CIVIL / SURVEYOR:
Sandis 636 9th Street Oakland, CA 94607
FULLY SPRINKLERED
FIRE PROTECTION:
Jensen Hughes Inc.
2950 Buskirk Avenue, Ste. 225 Walnut Creek, CA 94597
CONSULTANT:
GEOTECHNICAL:
Allegiance Group 4321 SW Corbett #200 Portland, OR 97239
COST ESTIMATING:
AECOM
300 California Street, Suite 400 San Francisco, CA 94104
Station Number Project Number
640 640-423
Building Number
U.S. Department of Veterans Affairs
VA Livermore Realignment and Closure - Part B - CBOC
Stockton (French Camp) San Joaquin County, CA
NO REVISIONS DATE
800 (CBOC), 803 (CUP)
0'-7
1'-9
3 4
7'-1
4'-3
FREESTANDING GLIDE
OPTIONAL UMBRELLA HOLE
Ø42 SOLID TABLE TOP,
POWDER COATED STEEL
PLAN VIEW
SIDE ELEVATION ISOMETRIC VIEW
MOUNTING DETAIL
OPTIONAL SURFACE MOUNT
TAB Ø7/16" HOLES FOR
ANCHORING HARDWARE NOT
INCLUDED
NOTES:
1. LANDSCAPE FORMS CAROUSEL - OR APPROVED EQUAL
2. ADA OPTION: 5-SEAT, GRID, DINING HEIGHT
3. NON-ADA OPTION: SIMILAR AS ABOVE, 6-SEAT, GRID, DINING HEIGHT
4. SEE HARDSCAPE PLANS FOR LAYOUT
1 1/2" = 1'-0"
TRASH RECEPTACLE - FOR REFERENCE ONLY
"x
" STEEL BAR
" SCHEDULE 40 STEEL PIPE (1
"Ø)
"Ø
HOLE
3 8
"x2
" SS FLAT
SOCKET HD
CAP SCREW
CAST
LEG
73"
"x1
" STEEL BAR
75"
END ELEVATION FRONT ELEVATION
ISOMETRIC VIEW
NOTES:
1. LANDSCAPE FORMS SCARBOROUGH BENCH: 72" BACKED,
WITH ARMS - OR APPROVED EQUAL
2. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS
3. CONFIRM LOCATION AND FACING SIDE PRIOR TO SECURING
4. SEE HARDSCAPE PLANS FOR FINISH SURFACE & MATERIAL
2 1/4" = 1'-0"
SITE BENCH - FOR REFERENCE ONLY
3 8
1'-0
2'-0
3 4
VERTICAL
STRAP BASKET
INSERT
SURFACE
MOUNT
LIFT AND TURN
LID TO EMPTY
FRONT ELEVATION
PLAN
SIDE ELEVATION
NOTES:
1. LANDSCAPE FORMS SCARBOROUGH RECEPTACLE, SIDE
OPENING - OR APPROVED EQUAL
2. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS
3. CONFIRM LOCATION AND FACING SIDE PRIOR TO SECURING
3 NTS
FLAG POLE
4 1/2" = 1'-0"
BICYCLE RACK - FOR REFERENCE ONLY
5 1/2" = 1'-0"
REMOVABLE BOLLARD
6 1/2" = 1'-0"
TABLE AND CHAIRS - FOR REFERENCE ONLY
8 1/2" = 1'-0"
PEDESTRIAN/SWING GATE - STEEL
1 3/4" RAIL
2 1/2" POST OR PER
MANUFACTURER'S
RECOMMENDATION
8' OC NOM
2"
NOM
S
T A
N D
A R
D
0'-1"
M
I N
3 3/4"
TYP
1"Ø 16 GA PICKET
FINISH GRADE
BRACKETS/ATTACHMENTS
PER MANUFACTURER'S
RECOMMENDATION
NOTES:
1. AMERISTAR MONTAGE INDUSTRIAL MAJESTIC -
OR APPROVED EQUAL
2. ALL DIMENSIONS NOMINAL
3. POST SIZING PER MANUFACTURER'S
RECOMMENDATION
4. ATTACHMENTS PER MANUFACTURER'S
RECOMMENDATIONS
5. SEE HARDSCAPE PLANS FOR LAYOUT
18"
3" LATCH
CLEARANCE
5'-0"
2" HINGE
CLEARANCE
0'-1"
M
I N
2"
NOM
1 3/4" RAIL
2 1/2" POST OR PER
MANUFACTURER'S
RECOMMENDATION
GATE POST
2"x11 GA OR PER
MANUFACTURER'S
RECOMMENDATIONS
NOTES:
1. AMERISTAR MONTAGE INDUSTRIAL MAJESTIC - OR APPROVED EQUAL
2. ALL DIMENSIONS NOMINAL
3. POST SIZING PER MANUFACTURER'S RECOMMENDATION
4. ATTACHMENTS PER MANUFACTURER'S RECOMMENDATIONS
5. SEE HARDSCAPE PLANS FOR LAYOUT
6. LATCHES, HINGES, AND MISCELLANEOUS HARDWARE PER MANUFACTURER
1"Ø 16 GA PICKET
3 3/4"
TYP
WELD ON BOX HINGE
FINISH GRADE
18"
1/4" = 1'-0"
CHAINLINK FENCE
11 1/2" = 1'-0"
FIXED K4 RATED BOLLARD
10 1/2" = 1'-0"
SCREEN FENCE
VARIES, SEE
HARDSCAPE PLANS
"1'-2"
GATE MOUNTING
POST, TYP
FENCE LINE
FENCE POST
POST, TYP
FENCE LINE
VARIES, SEE
HARDSCAPE PLANS
NOTES:
1. AMERISTAR TRANSPORT II MAJESTIC - OR APPROVED EQUAL
2. ALL DIMENSIONS NOMINAL
3. POST SIZING PER MANUFACTURER'S RECOMMENDATION
4. ATTACHMENTS PER MANUFACTURER'S RECOMMENDATIONS
5. SEE HARDSCAPE PLANS FOR LAYOUT
6. SEE SPECIFICATIONS FOR AUTOMATED GATE OPERATORS
7. LATCHES, HINGES, AND MISCELLANEOUS HARDWARE PER MANUFACTURER
FRONT ELEVATION
SIDE
ELEVATION
PLAN VIEW
FINISH GRADE
18"
24"
24"
48"
4" - 14 GUAGE SPUN
ALUMINUM BALL. GOLD
ANODIZED.
3" CAST ALUMINUM
STATIONARY TRUCK
1 SET OF HALYARD, #10
POLY
2 BRONZE SWIVAL SNAPS
WITH COVERS
1- 9" CAST ALUMINUM
CLEATS
ALUMINUM FLASH
COLLAR
3000 PSI CONCRETE
HARDWOOD WEDGES
DRY SAND TIGHTLY
TAMPED AFTER ALIGNING
POLE
FOUNDATION SLEEVE -
16 GUAGE HOT DIP
GALVANIZED STEEL
STEEL CENTERING
WEDGES
" STEEL BASE PLATE
" STEEL SUPPORT
PLATE WELDED TO
GROUNDING SPIKE
P O
L E
L
E N
G T
H
FOUNDATION
DESIGN AND
ANCHORAGE BY
MANUFCATURER'S
ENGINEER PER
SPEC 107500
STRETCHER BAR W/
BAR BANDS, TYP
9 GAUGE CHAINLINK FABRIC,
VINYL COATED, BLACK
END POST, TYP
10'-0" OC MAX
LINE POST, TYP
POST TOP, TYP
TOP RAIL, TYP
WIRE TIES, TYP
MAX 18" OC
L I N
E
P
O S
T
E N
D
P
O S
T
3"
9 GA BOTTOM
TENSION WIRE, TYP
LINE POST: 8"Ø
END POST: 12"Ø
FINISH GRADE
CONCRETE FOOTING,
REINFORCEMENT PER
STRUCTURAL
2" MAX
9 1/4" = 1'-0"
VEHICULAR SLIDING GATE - STEEL
2'-1
Ø1 1/2" TUBING
15°
1 4
R6
SIDE ELEVATION
PLAN
FRONT ELEVATION
NYLON GLIDES
ON BOTTOM OF
CURVED TUBE
FINISH GRADE
AXO VIEW: SURFACE-MOUNT TAB
2 SURFACE-MOUNT
TABS WITH 7/16" HOLES
FOR ANCHORING;
NON-CORROSIVE
ANCHORING HARDWARE
NOT INCLUDED; REFER
TO INSTALLATION GUIDE
FOR MORE DETAILS
NOTES:
1. LANDSCAPE FORMS FLO BIKE RACK OR APPROVED EQUAL
2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS
3. 36" MIN CLEAR BETWEEN ADJACENT STRUCTURES OR RACKS; 48" MIN CLEAR
BETWEEN ROWS OF RACKS
SECTION
21"
#4 REBAR STIRRUPS
& HORIZONTAL
REINFORCEMENT
EMBEDMENT
SLEEVE &
HINGING
LID
PLAN - LID CLOSED
Ø10.25"
CAMLOCK
NOTES:
1. SSR05000 CALPIPE REMOVABLE INTERNAL LOCKING
BOLLARD - OR APPROVED EQUAL
2. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS
3. FOUNDATION SHOWN IS FOR NON-RATED BOLLARDS. AT
IMPACT, RATED BOLLARDS PROVIDE FOUNDATIONS PER
MANUFACTURER'S REQUIREMENTS BASED ON TESTING OR
PROVIDE AN ENGINEERED DESIGN. SUBMIT FOUNDATION
DESIGN FOR REVIEW AND APPROVAL.
LID
NOTES:
1. PDT08080F STAINLESS STEEL CALPIPE HIGH SECURITY FIXED
BOLLARD - OR APPROVED EQUAL
2. CLEAR SPACING BETWEEN BOLLARDS: 48" MIN
3. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.
4. PROVIDE FOUNDATIONS PER MANUFACTURER'S REQUIREMENTS
BASED ON TESTING OR PROVIDE AN ENGINEERED DESIGN. SUBMIT
FOUNDATION DESIGN FOR REVIEW AND APPROVAL.
SECTION VIEW
8 5/8"
36"
DRAIN
FIXED BOLLARD
BOLLARD 8" SCH 80
CONCRETE FILLED
DIRECTION OF
IMPACT
#4 REBAR STIRRUPS
& HORIZONTAL
REINFORCEMENT
12 1/2" = 1'-0"
REMOVABLE K4 RATED BOLLARD
NOTES:
1. PDT08080R STAINLESS STEEL CALPIPE HIGH SECURITY REMOVABLE
BOLLARD WITH WING NUT AND LIFTING EYE - OR APPROVED EQUAL
2. CENTER ON CENTER SPACING: 48" MAX
3. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.
4. PROVIDE FOUNDATIONS PER MANUFACTURER'S REQUIREMENTS
BASED ON TESTING OR PROVIDE AN ENGINEERED DESIGN. SUBMIT
FOUNDATION DESIGN FOR REVIEW AND APPROVAL.
SECTION VIEW
8 5/8"
36"
DRAIN
REMOVABLE
BOLLARD 8" SCH 80
CONCRETE FILLED
DIRECTION OF
IMPACT
#4 REBAR STIRRUPS
& HORIZONTAL
REINFORCEMENT
WING NUT AND
LIFTING EYE
ASSEMBLY
1 DESIGN 19 NOV 18
AM-0003
11-19-18
LEVEL 1
0' - 0"
LOADING DOCK
3'-
CL
EA
R
'-0
DOCK LEVELER, VERIFY
PIT SIZE WITH MFR.
TRENCH DRAIN
RE: CIVIL
DOCK BUMPERS
GUARDRAIL
BEYOND
1' - 0"
7' - 2"
1'- 7 5
/8"
ZY
STANDING SEAM METAL ROOF
- 1/4" PER FOOT MIN SLOPE
BUILDING PAPER ON
WATERPROOFING MEMBRANE ON
3/4" MOISTURE TREATED PLYWOODSIM.
A-822 E2
Sim
STEEL DECK RE: STRUCT GALVANIZED FINISH
6" x 6" RECTANGULAR GUTTER, TYP
DOWNSPOUT
METAL THROUGH WALL
FLASHING ON STANDING
SEAM METAL ROOF
STANDING SEAM END
CLOSURE CHANNEL PER
MANUF. STANDARD DETAIL
(fla sh ing
1'
- 0
GUARDRAIL, TYP
FOR EMBEDDED PIPE SLEEVE AT
RAILING REFER TO STRUCTURAL DETAIL
11 63/64" min5"
5" CLEAR BETWEEN CANOPY
AND FACE OF WALL
TYP PANEL WIDTH
3'-0"
GALVANIZED HSS 5X5X3/16 TUBE STEEL POST
TYP
12'-0"
E1
AS501
TYP
ES 3/16"
6" 6"
6'- 0"
6" 6"
3" DEEP (22GA) RIBBED, PRE-
FINISHED, METAL PANEL
REFER TO SPEC'S FOR
ANCHORAGE AND
ATTACHMENT REQ'S
GALVANIZED HSS 4X4X3/16
HORIZONTAL TUBE STEEL
SUB FRAME
GALVANIZED HSS 5X5X3/16
TUBE STEEL POST
8'- 0"
E2
AS501
GALVANIZED HSS 4X4X3/16
HORIZONTAL TUBE STEEL SUB
FRAME
3" CLR
4 - #4'S
2 TIGHT TURNS T&B
#3 SPIRAL w/ 6" PITCH
FINISHED GRADE
2' - 0"
6'
- 6
2'
- 0
" M
IN
LEVEL 1
0' - 0"
C22
A1
AS501
3'- 7"
DOCK LEVELER, TYPDOCK BUMPERS
GUARDRAIL, TYP
FOR EMBEDDED PIPE SLEEVE AT
RAILING REFER TO STRUCTURAL DETAIL
CHAIN RAIL
A7
AS501
Z3Z2Z1
DOWNSPOUT DOWNSPOUT
CONCRETE POST
RE: CIVIL
LEVEL 1
0' - 0"
(7 ) R
IS
ER
S 3'-
1/
2" (h an d ra il)
3'- 0"
2'-0"
(6) TREADS @ 11"
5'-6" 1'-4"
Y
(g ua rd ra
il) 3'
- 6
5/2
"1 1/2" DIA. PAINTED STEEL
PIPE RAIL AND COLUMN,
TYPICAL
LEVEL 1
0' - 0"
LEVEL 2
15' - 0"
W X
A-822 E2
Sim
STANDING SEAM METAL ROOF
- 1/4" PER FOOT MIN SLOPE
6" X 6" RECTANGULAR GUTTER
STEEL COLUMN AND BEAM
RE: STRUCTURE
GALVANIZED FINISH
A6 A-822
Sim
AT WALL
0"
BUILDING PAPER ON
WATERPROOFING MEMBRANE ON
3/4" MOISTURE TREATED PLYWOOD
ON METAL DECK W/ GALV. FINISH
LO
W S
ID
E
'-9
1/ 2"
T .O
. B
EA
M
ALUMINUM POST 3x3x3/16, TYP.
REINF NOT
SHOWN FOR
CLARITY
16" DIA.
5'
- 0
" F
OR
S
IG
N
EN
-0 1.0
4'
- 0 " T
YP
IC
AL
3"3" CLR
4 - #4'S
2 TIGHT TURNS T&B
#3 SPIRAL w/ 6" PITCH
FINISHED GRADE
" M
IN
3 1 /2"
2"
IN LANDSCAPED AREAS, FOOTING
SHALL BE BOXED SO AS TO EXTEND
3 1/2" ABOVE GRADE WITH 2" BEVEL.
REPLACE SURROUNDING
LANDSCAPE TO ORIGINAL
CONDITION.
APPLY PROTECTIVE COATING TO ALL
ALUMINUM POSTS IN CONCRETE TO
PREVENT CORROSION
3'
- 6
1'
- 2
1'
- 2
GALVANIZED 1-1/2"
STANDARD STEEL PIPE
RAILING TYPICAL
RETAINING WALL WITH
SLEEVES FOR POSTS. REFER
TO STRUCTURAL DRAWINGS
RAIL POST AT 5'-0" O.C. MAX.
EXPANSION SLEEVES AT
30'-0" MAX. PROVIDE 1/2"
EXPANSION AT EACH
LOCATION.
SECTION ELEVATION
on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
Drawing number
Drawn
Location
Project Title
Date Checked by
Drawing Title
1 2 3 4 5 6
A
B
C
D
E
F
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
CONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management
7 8 9
MECHANICAL/ELECTRICAL/
PLUMBING:
Gayner Engineers 1133 Post Street San Francisco,CA 94109
STRUCTURAL:
Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105
CIVIL / SURVEYOR:
Sandis 636 9th Street Oakland, CA 94607
ARCHITECTURE/
INTERIOR DESIGN/
SECURITY/SIGNAGE/
COMMUNICATIONS/ MEDICAL
EQUIPMENT/ MASTER PLAN
LANDSCAPE/
ENVIRONMENTAL
ASSESSMENT:
HDR Architecture, Inc.
201 California Street, Suite 1500 San Francisco, CA 94111
FULLY SPRINKLERED
FIRE PROTECTION:
Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597
CONSULTANT:
GEOTECHNICAL:
Allegiance Group 4321 SW Corbett #200 Portland, OR 97239
COST ESTIMATING:
AECOM
300 California Street, Suite 400 San Francisco, CA 94104
Station Number Project Number
640 640-423
Building Number
U.S. Department of Veterans Affairs
RS
N:
//o ma c-i nr ev itp
/20
-V A/
_L ive rm or e_
Re ali gn me ntA nd
Cl os ur e/A
R/
_B -C
BO
C_
Ce ntr al.
rvt
/15
/20
2:
:02 P
M
AS501
SITE SECTIONS
Checker Author03 JULY 2018
VA Livermore Realignment and Closure - Part B - CBOC
Stockton (French Camp) San Joaquin County, CA
800 (CBOC), 803 (CUP)
1/4" = 1'-0"A1 SECTION LOADING DOCK
1/2" = 1'-0"E2 SITE SCREEN WALL - PLAN
1/2" = 1'-0"E1 SITE SCREEN WALL - SECTION
1/4" = 1'-0"C1 LOADING DOCK ELEVATION
1/4" = 1'-0"A7 SECTION LOADING DOCK1
1/4" = 1'-0"A9 SECTION CANOPY
1/2" = 1'-0"E3
SITE SIGNAGE & INTERCOM
STANCHION SECTION (TYP)
(SINGLE POLE SIM.)
NO REVISIONS DATE
1 DESIGN CLARIFICATIONS 19 NOV 18
3/4" = 1'-0"E8 SITE WALL RAIL
AM-0003
S:S:
UP
E F G H J K L M
A2 A-304
A6 A-308
A8 A-308
A4 A-304
A2 A-305 A6
A-304
A8 A-306
1A106H
SRS01
190 SF
STOR,
BULK
1A131
BX001
859 SF
COFFEE
SHOP
1A106B
LMCH3
1095 SF
HEMATOLOGY
LAB
1A106D
SRS04
76 SF
STOR
PHLEBOTOMY
1A106K
TLTU1
62 SF
TLT-URIN
1A112
ITNT1
434 SF
MDF RM
1A106
WRC01
321 SF
WAIT, LAB
1A106A
LBVP1
798 SF
BLOOD
SPECIMEN
COLLECTION
1A107E.1
TLTU1
72 SF
PAT TLT
1A107E
XDUS1
185 SF
ULTRASOUND
1A107M
UCCL1
115 SF
CLEAN
UTIL
1A107G
XDR01
324 SF
RADIOLOGY
1A107H
XDR01
325 SF
RADIOLOGY
1A110
USCL1
114 SF
SOILED
UTIL
1A107C
TLTU1
67 SF
PAT TLT
1A107G.1
DR001
64 SF
DRESSING
RM
1A107H.3
DR001
65 SF
DRESSING
RM
1A107H.1
OFDR1
129 SF
OFFICE
1A107B
SRHM1
47 SF
STRETCHER
HOLD
1A137
CRA03
363 SF
SHARED
MED APPT
1A138A
OFA03
360 SF
PATIENT
RESOURCES
1A105
WRC01
338 SF
PHARMACY
WAIT
1A106J
TLTU1
74 SF
ST TLT
1A106F
SRR02
34 SF
DI WATER
1A106C
LBVP1
101 SF
PRIVATE
DRAW
1A107A.1
MRS01
80 SF
DOCUMENT
CONTROL
C1111
289 SF
CORR
1A107
WRC01
140 SF
WAIT,
RADIOLOGY
1A107D
DR001
63 SF
DRESSING
RM
1A113
OFA03
330 SF
OFF,
SHARED
1A113E
ITWR1
183 SF
COMPUTER
REP/ STOR
1A113B
TEDR1
139 SF
SW RM
1A113D
SRE01
150 SF
SUPPLY
STOR
1A105R
PHOD1
141 SF
INTAKE
1A105S
PHOD1
141 SF
INTAKE
1A105H
TLTU1
68 SF
ST TOILET
1A105G
PHOD2
256 SF
RECEIVING
BREAKDWN
1A105F
SL001
362 SF
ST LKRS,
LOUNGE
1A105N
PHOD2
336 SF
VAULT,
CONTROLLED
SUBSTANCE
WORK
AREA
1A105K
OFD03
123 SF
OFFICE,
SUPV.
1A105L
PHIV2
149 SF
ASEPTIC
(CLEANROOM)
1A105M
PHIV2
185 SF
ANTE
1A105C
563 SF
CIRCULATION
1A105A
2446 SF
PHARMACY
WORK
AREA
1A106L
TLTU1
62 SF
TLT-URIN
1A106M
97 SF
VEST
C1102
847 SF
CORR
1A134
CRA03
344 SF
SHARED
MED APPT
1A107H.2
185 SF
VEST
1A107G.2
185 SF
VEST
1A102
TLTF2
271 SF
TLT
PUBLIC F
1A104
TLTM2
250 SF
TLT
PUBLIC M
1A100B
RECP3
200 SF
INFO/
RECEP
DESK
1A138
WRC01
340 SF
WAIT
1A101
252 SF
VEST
1A138E
EYFD1
288 SF
FITTING
AND
DISPENSING
1A136
CRA03
372 SF
SHARED
MED APPT
1A135
CRA03
351 SF
SHARED
MED APPT
1A134A
SRE01
160 SF
COMMAND
CENTER
STOR
1A132
129 SF
KITCHENETTE
1A122
LAC01
79 SF
LACTATION
1A107A
CMP01
118 SF
TECH
WORKRM
1A107G.4
CMP01
142 SF
CONTROL/
TECH
WORKRM
1A107J
XDM01
182 SF
MAMMOGRAPHY
1A107L
WRC01, WRF01
55 SF
MAMMO
WAIT
1A107K
DR001
51 SF
MAMMO
DRESSING
1A100D
SRLW1
87 SF
WHEELCHAIR
STOR
A-401 D3
A-404 C3
A-450 A7
A-440 A7
A-411 C8
1A100
485 SF
LOBBY
P-1
110 SF
ELEV P-1
P-2
104 SF
ELEV P-2
P-3
110 SF
ELEV P-3
1S001
277 SF
STAIR 1
C1103
1670 SF
CORR
C1110
1066 SF
CORR
1A138F
12 SF
ELEC
C1105
2722 SF
CORR
1A106N
9 SF
ELEC
C1100
2576 SF
CORR
A-220
A1
A7 B7
B1
1A
7E .1
1A
5C
C
1A107C
1A107J 1A107L
1A106L1A
6K
1A
5N
1A105K
1A105F 1A
5G
1A
5S .1
1A
5R .1
1A105S.21A105R.2
1A
5A T.
1A
7D A
C
A
1A107DB
1A
6C
1A106D
1A
6A C
1A
6A D
1A106J
1A106H 1E
1A
C1103
1A135
1A134
1A136
1A137
1A
4A
1A107A
1A107E
1A107G.1A1A107G.1B
1A107G
1A
7G .4
B
1A107H.3A1A107H.3B
1A107H
1A107H.1A
1A
7G .4
A
1A107M
1A
1A105H
1A106N
1A138F
1S001A
D1 A-301
A1 A-301
1A138G
WRC01
210 SF
WAIT
FEC-1
FEC-1/
A1
A-10 1-C /A1 A-101-B
A1
A- 1 0
1- C
MAIN
ENTRANCE
A-220 B8
7.2
N
6.8
1A106P
7 SF
F.A. CLO.
1A106P
A-202D
A-201
C1
1A147
WRC01
250 SF
WAIT
O.H.
PRPS-1
CWS-1
CWS-2
CWS-2
CWS-2
CWS-2
CWS-2
MPRS-1
CWS-1
MPRS-2
CWS-1 MPRS-2
MPRS-2
CWS-2 MPRS-1
05-01
05-01
1A101B
1A101A
A-220
E1
A-220
D1
C1 D6
1A
1A
1S
1B
1A
1A
1A
6M
C
FEC-1
FEC-1
FEC-1 FEC-1
FEC-1
FEC-1
1A100E
880 SF
CIRCULATION
1A146Y
200 SF
KIOSKS
C1103A
A-406 E3
A-406 D3
A-406 A3
1A134.1
1A136B
A-411 E3
A-406 B8
A-407 A1
A-407 C3
A-407
1A
FLOOR DRAIN
1A
5M
OFF CHIEF
1A149B
OFA03
A-830 C6
A-810 E8
Sim
A-830 E8
Sim
A-830 C8
Sim
A-222E4
H.2
C1102B
A-222
E2
IW02
IW
IW
IW01
IW05
IW06
IW
IW07
A-402
SIMD7
D5
D8
A-402
SIM D7
D5
D8
A-830 E8
Sim
IW04
1A105T.1
OFDC2
123 SF
PICK-UP
NOTE: COUNTER TO BE
INSTALLED AT 2' - 10" AFF.
(6) LOCKERS
A-402
SIMD5
D7
A-810 A5
OPP
OPP
D8
OPP
1A112
ITNT1
434 SF
MDF RM
1A112A
1A
3B
1A
1A
1A
6A A
1A
6A B
1A105L
1A130
MODULAR PARTITION
SYSTEMA-222 C6 A-222
B7
AIR PRESSURE
GAUGE
MONITOR
DOOR
ACTUATOR
1A131A
1A146Z
320 SF
URINALYSIS
C5
A-406
A6
A-222E5
E7
1A107K
C1112
51 SF
CORR
8.4
1A
1A
1A106E
LMBB1
154 SF
BLOOD
BANK
1A
1A145E
A-412 A1
A-410
D1
D2
1A106E
INTERMEDIATE
LANDING
NON RATED PARTITION
1 HOUR FIRE BARRIER WALL
2 HOUR FIRE BARRIER WALL
LEAD LINED PARTITION
PARTITION SYMBOLS
REFER PLANS FOR TYPES
AND TO SHEET A-601 FOR INFORMATION
NON RATED SMOKE PARTITION
MODULAR PARTITION (U.N.O.)
CMU + GWB PARTITION
GENERAL NOTES:
1. REFER TO A-100 SERIES DIMENSION SHEETS FOR
OVERALL DIMENSIONS AND PARTITION TYPES
2. REFER TO A-400 SERIES FOR ENLARGED PLANS
3. REFER TO A-03 FOR TYPICAL MOUNTING HEIGHTS AND
ABA REQUIREMENTS
4. REFER TO A-200 SERIES FOR INTERIOR ELEVATIONS
5. REFER TO A-401, A-402 AND A-404 FOR TYPICAL TOILET
ROOM LAYOUTS; REFER TO A-405 FOR TYPICAL AND
REPEATING ROOMS INCLUDING BUT NOT LIMITED TO
CONSULT/ EXAM AND PROCEDURE ROOMS, NOTE THAT
EYE TESTING ANTERIOR, EYE LASER TREATMENT,
PHOTOGRAPHY, SPEECH ANALYSIS, IMMITTANCE, AND
TREAT-OPHTHA ARE TO ALSO REFERENCE THESE
ROOMS FOR TYPICAL LAYOUTS.
6. REFER TO A-700 SERIES FOR RCPS
7. REFER TO A-502 FOR CEILING DETAILS
8. REFER TO A-520 FOR CASEWORK DETAILS
9. REFER TO AI SERIES FOR INTERIOR FINISHES
10. FURNITURE, ACCESSORIES, AND EQUIPMENT SHOWN
FOR REFERENCE ONLY; REFER TO EQ SERIES
DRAWINGS FOR SCHEDULE AND QUANTITIES NOT
SPECIFICALLY SHOWN ON A-100 SERIES PLANS. FOR
LOCATION OF THESE ITEMS REFER TO SHEET A-03 FOR
TYPICAL MOUNTING HEIGHTS AND ABA REQUIREMENTS.
FOR TYPICAL ACCESSORIES REFER TO DETAILS A7 &
C1, U.N.O.
11. REFER TO FJ SERIES, LIFE SAFETY PLANS, FOR
LOCATIONS OF REQUIRED RATED WALLS, SMOKE
PARTITIONS, AND SMOKE BARRIERS, IF CONFLICT
EXISTS USE MOST RESTRICTIVE
12. REFER TO A-603 FOR GENERAL BLOCKING NOTES FOR
TYPICAL METAL STUD BLOCKING AND METAL STUD
FRAMING REQUIRED.
13. REFER TO SHEET QH-A600 FOR SPECIFIC LOGISTICS
CATEGORY OF EQUIPMENT ITEMS, ALL ITEMS ARE TO
BE ASSUMED TO BE C/C UNLESS SPECIFICALLY LISTED
OTHERWISE ON SHEET QH-A600 REGARDLESS OF
GRAPHIC REPRESENTATION.
14. MODULAR PARTITIONS V/V - GOVERNMENT FURNISHED/
GOVERNMENT INSTALLED, REQUIRE COORDINATION
WITH ELECTRICAL, SECURITY, TELECOM, AND
HARDWARE FOR INCORPORATION OF CONDUIT AND TO
SUPPORT WIRING AND DEVICES - TYPICAL.
D
B
C A
0 4'-0" 8'-0" 16'-0"
PLAN
NORTH
on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
Drawing number
Drawn
Location
Project Title
Date Checked by
Drawing Title
1 2 3 4 5 6
A
B
C
D
E
F
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
CONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management
7 8 9
MECHANICAL/ELECTRICAL/
PLUMBING:
Gayner Engineers 1133 Post Street San Francisco,CA 94109
STRUCTURAL:
Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105
CIVIL / SURVEYOR:
Sandis 636 9th Street Oakland, CA 94607
ARCHITECTURE/
INTERIOR DESIGN/
SECURITY/SIGNAGE/
COMMUNICATIONS/ MEDICAL
EQUIPMENT/ MASTER PLAN
LANDSCAPE/
ENVIRONMENTAL
ASSESSMENT:
HDR Architecture, Inc.
201 California Street, Suite 1500 San Francisco, CA 94111
FULLY SPRINKLERED
FIRE PROTECTION:
Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597
CONSULTANT:
GEOTECHNICAL:
Allegiance Group 4321 SW Corbett #200 Portland, OR 97239
COST ESTIMATING:
AECOM
300 California Street, Suite 400 San Francisco, CA 94104
KEY PLAN
Station Number Project Number
640 640-423
Building Number
U.S. Department of Veterans Affairs
RS
N:
//o ma c-i nr ev itp
/20
-V A/
_L ive rm or e_
Re ali gn me ntA nd
Cl os ur e/A
R/
_B -C
BO
C_
Ce ntr al.
rvt
/16
/20
:39
:37 A
M
A-101-A
LEVEL 1 AREA A- ARCHITECTURAL PLAN
GFD TN03 JULY 2018
VA Livermore Realignment and Closure - Part B - CBOC
Stockton (French Camp) San Joaquin County, CA
800 (CBOC), 803 (CUP)
1/8" = 1'-0"A1 LEVEL 1 AREA A
EXTERIOR KEYNOTES
05-01 STRUCTURAL BRACING VISIBLE THROUGH GLASS
EXTERIOR SYSTEMS LEGEND
CWS-1 MULTI-LEVEL CURTAIN WALL SYSTEM TYPE 1
CWS-2 ALUMINIUM STOREFRONT WALL SYSTEM TYPE 2
MPRS-1 METAL PANEL RAINSCREEN SYSTEM TYPE 1
MPRS-2 METAL PANEL RAINSCREEN SYSTEM TYPE 2
PRPS-1 PHENOLIC RESIN PANEL RAINSCREEN SYSTEM TYPE 1
NO REVISIONS DATE
1 DESIGN CLARIFICATIONS 19 NOV 18
RS:S:S:
UP
E F G H J K L M
7.2
N
6.8
STOR,
BULK
1A106H
SRS01
COFFEE
SHOP
1A131
BX001
HEMATOLOGY
LAB
1A106B
LMCH3
STOR
PHLEBOTOMY
1A106D
SRS04
TLT-URIN
1A106K
TLTU1
MDF RM
1A112
ITNT1
WAIT, LAB
1A106
WRC01
BLOOD
SPECIMEN
COLLECTION
1A106A
LBVP1
PAT TLT
1A107E.1
TLTU1
ULTRASOUND
1A107E
XDUS1
CLEAN
UTIL
1A107M
UCCL1
RADIOLOGY
1A107G
XDR01
RADIOLOGY
1A107H
XDR01
SOILED
UTIL
1A110
USCL1
PAT TLT
1A107C
TLTU1
DRESSING
RM
1A107G.1
DR001
DRESSING
RM
1A107H.3
DR001
OFFICE
1A107H.1
OFDR1
STRETCHER
HOLD
1A107B
SRHM1
SHARED
MED APPT
1A137
CRA03
PATIENT
RESOURCES
1A138A
OFA03
PHARMACY
WAIT
1A105
WRC01
ST TLT
1A106J
TLTU1
DI WATER
1A106F
SRR02
PRIVATE
DRAW
1A106C
LBVP1
DOCUMENT
CONTROL
1A107A.1
MRS01
CORR
C1111
WAIT,
RADIOLOGY
1A107
WRC01
DRESSING
RM
1A107D
DR001
OFF,
SHARED
1A113
OFA03
COMPUTER
REP/ STOR
1A113E
ITWR1
SW RM
1A113B
TEDR1
SUPPLY
STOR
1A113D
SRE01
INTAKE
1A105R
PHOD1
INTAKE
1A105S
PHOD1
ST TOILET
1A105H
TLTU1
RECEIVING
BREAKDWN
1A105G
PHOD2
ST LKRS,
LOUNGE
1A105F
SL001
VAULT,
CONTROLLED
SUBSTANCE
WORK
AREA
1A105N
PHOD2
OFFICE,
SUPV.
1A105K
OFD03
ASEPTIC
(CLEANROOM)
1A105L
PHIV2
ANTE
1A105M
PHIV2
CIRCULATION
1A105C
PHARMACY
WORK
AREA
1A105A
TLT-URIN
1A106L
TLTU1
VEST
1A106M
CORR
C1102
SHARED
MED APPT
1A134
CRA03
VEST
1A107H.2
VEST
1A107G.2
TLT
PUBLIC F
1A102
TLTF2
TLT
PUBLIC M
1A104
TLTM2
INFO/
RECEP
DESK
1A100B
RECP3
WAIT
1A138
WRC01
VEST
1A101
FITTING
AND
DISPENSING
1A138E
EYFD1
SHARED
MED APPT
1A136
CRA03
SHARED
MED APPT
1A135
CRA03
COMMAND
CENTER
STOR
1A134A
SRE01 KITCHENETTE
1A132
LACTATION
1A122
LAC01
TECH
WORKRM
1A107A
CMP01
CONTROL/
TECH
WORKRM
1A107G.4
CMP01
MAMMOGRAPHY
1A107J
XDM01
MAMMO
WAIT
1A107L
WRC01, WRF01
MAMMO
DRESSING
1A107K
DR001
WHEELCHAIR
STOR
1A100D
SRLW1
LOBBY
1A100
ELEV P-1
P-1
ELEV P-2
P-2
ELEV P-3
P-3
STAIR 1
1S001
CORR
C1103
CORR
C1110
ELEC
1A138F
CORR
C1105
ELEC
1A106N
CORR
C1100
L6
A4
A4
L6
M4
C4
M4
A4
A4A4
A4
A4
A4
A4
A4 (S
A4
A4 (S
A8
A4
A4
A4
A4
M4 Z1
A4
A4
A4
A4(S)
A4
R4
L6 L6
A4
A4
A4
A4
A4
A4
C4
A4 (S
C8
A4
A4
A4
A4
A4 (S
A4
B4
A4(S) M4
M4
A8
A4
A4
L4
L6
L6
LL
L6
L6
L4
L6
A8
L6
A4
A4
A4
A4
A4
A4
A4
A4
A4
L4
F6
WAIT
1A138G
WRC01 FEC-1
FEC-1
'-7
7'-
4" 4'-
3"
'-1 1"
A1
A- 1 0
1- A
A1
A-10 1-C
A1
A- 1 0
1- A
/A1 A-101-A /A1 A-101-B
A1
A- 1 0
1- C
MAIN ENTRANCE
A1
A-10 1-B
/A1 A-101-A
F6 F6
M4
M4
M4
M4 A4 (S
M4
A4
M4
A4
M4
A4
L4L4
L6
L4L4
L6
A4
M4
1' - 8" 9"
F.A. CLO.
1A106P
A4
A4 (P
A4
A4 A4
A4
A4
A4
A4
A4 (S
A4
A4
A4(S)
A4(S)
A4
A4
A4WAIT
1A147
WRC01
A4
27'-0" 31'-0" 31'-0" 7'-2" 22'-10" 31'-0" 31'-0" 27'-0" 23'-0"
A4
17'-8"
FEC-1
FEC-1
FEC-1
FEC-1
FEC-1 FEC-1
M4
M4
M4
Z1
C4
L6(S)
L4(S)
L4 (S
CIRCULATION
1A100E
KIOSKS
1A146Y
22'-3" 7"
4'- 5"
'-1
0" 8"
HO
LD
1'- 0"
'-1
'-3
1'- 0 1
/2"
1'- 0"
'-1
'-6
7'-
9'- 3"
'-2
11" 25'-1" 4'-0" 11'-8"
3'-9 1/2" 3'-0"
2'-0"
2'
- 0
2'-0"
2'- 0"
9'-8 1/2" 7'-5" 6'-1" 12'-3 1/2"
1'- 0"
'-5
1'- 0"
1'- 0"
7'
- 1
1" 7'
- 1 0"
7'
- 3
4" 4'-9 1/2"
1'- 0"
5'- 0"
1'-0" 1'-0" 9'-5"
1'- 0"
1'- 0 1
/2"
5'- 9 1
/2"
HOLD
7'-0"
1'- 5"
1'- 5"
1'- 5"
1'- 5"
1'- 5"
1'- 5"
2'-0"
2'- 0"
2'- 0"
1'-7"
2'-0"
2'- 0"
2'-0"
2'- 0"
2'-0"
2'- 0"
2'-0"
2'- 0"
1'-4 1/2" 1'-4 1/2" 1'-4 1/2" 1'-5"
14'-9 1/2"
2'- 0"
1'- 7" 1'-7"
2'-0"
8'-0" 30'-0" 6'-6 1/2" 9'-0"
12'-0 1/2" 8'-5" 8'-10 1/2" 5'-9"
1'- 6"
7'- 5"
8'- 8"
6'- 2 1
/2"
A-406 B8
TYP
A-406 D3
TYP
A-406 A3
TYP
A-401 D3
Sim
A-404 C3
Sim
'-5
7'-
1"
'-7
CL
CL
6'- 9"
1'- 6"6'-9 1/2"
CL
CL
'-6
8'-
8"
9'
- 7
4'
- 6
6'
- 3
CL
CL
5'-10"
4'-
" 7'-6 1/2"
7'-0"
1'-10" CL
1'
- 0
1"
5'-9" 20'-0"
A-407 A1
TYP
CL
CL
1' - 6"
1' - 6"
CL
CL
9'- 5 1
/2" 3'-
6 1 /2"
A-411 E3
Sim
ALIGN
G
A4(S)
A4 (S
A4 (S
H.2
A-406 E3
TYP
25'-4" 13'-9" 20'-1 1/2" 3 1/2" (R.O.)
8'-4" 32'-4"
(R.O.)
4'-1" 22'-9 1/2"
(R.O.)
79'-3 1/2" 26'-0"
1'- 4" 1'
- 3
1/ 2"
1'
- 7
1/ 4"
(R .O
8'
- 5 1/
2" 1'
- 6 1/
4" 1'
- 5 3/
4"
(R .O
4'-
9 3 /4"
R4
R4
R4
R4
1'- 8"
CL
EQ EQ
4'
- 6
1/ 2"
Z1
A4
M4
PICK-UP
1A105T.1
OFDC2
1'
- 6
/16
A4
M41(SS)
A4
A4
R1
R1
1' - 8"
1'
- 7
R4
R4
M4 1(
SS
M41(SS)
M4 1(
SS
A-440 A7
A-450 A7
R4 R4
R4
2'- 5 1
/2"
1'
- 0
9"
B4 R4
R4
R4R4
R4
R4 A4
R4
A4(S)
A4(S)
MI
N.
1'
- 0
MI
N.
1'
- 4
1'
- 0
1'
- 0
PT
2'
- 5
"8' - 10"
PT
9'
- 2
9' - 2"
PT
5'
- 5
3/ 4"
9' - 2 1/2"
PT
5' - 4"
8'
- 1
0"
PT
PT
PT
7'
- 6
5' - 4"
5' - 4"
5' - 4"
9'
- 2
7'
- 4
PT
2' - 2"
5'
- 2
A-407 C3
TYP
A-411 C8
Sim
F4
F4
F4
B4
B4D6
B6
B6
R1
R1
R4
A4
B4 B4B4
B4 B4
B4
B4 B4
6"
6"
4' - 4"
3' - 0"
(R .O
1 1
/4"
'-5
3'
- 0
'-3
1/ 2"
1'-
3/ 4"
A4 (S
A4(S)
C4
C4
A4(S)
1A1121A112
MDF RM
B4 A4
(S
6'
- 0
1'
- 6
MI
N
1'
- 6
AIR PRESSURE
GAUGE MONITOR
URINALYSIS
1A146Z
3'-0"
CLR WIDTH
3'-0"
CLR WIDTH
9'
- 5
7/ 8"
CORR
C1112
2'
- 8
BLOOD
BANK
1A106E
LMBB1
4'- 1"
9'
- 0
4' - 4"
2'- 1 1
/2" 12' - 4"
5'- 9"
9' - 2 7/8" 7' - 0 5/8"6'-0" 9'-6 1/2"6'-0 1/2"9'-9 1/2" 9'-9 1/2"1'-0" 12'-0"
'-1
1 1 /4"
2'
- 1
0" 7'
- 9
M4
M4
A4
PT
0"
8' - 6"
20'-7" 11 1/2"
1'
- 0
7 1/2"
AL
IG
N
3'
- 1
0"
HOLD
7' - 0"15'-0 1/2" 2'-5 1/2"12'-11"
1'-4 1/2" 6'-8 1/2" 3'-10 1/2"6'-5" 7"11'-6" 8'-6" 7" 7'-6"11'-11 1/2" 8'-6 1/2" 4'-2 1/2"4" 9'-2" 13'-0"
7"
A4
6' - 1" 1
NON RATED PARTITION
1 HOUR FIRE BARRIER WALL
2 HOUR FIRE BARRIER WALL
LEAD LINED PARTITION
PARTITION SYMBOLS
REFER PLANS FOR TYPES
AND TO SHEET A-601 FOR INFORMATION
NON RATED SMOKE PARTITION
MODULAR PARTITION (U.N.O.)
CMU + GWB PARTITION
GENERAL NOTES:
1. REFER TO A-100 SERIES DIMENSION SHEETS FOR
OVERALL DIMENSIONS AND PARTITION TYPES
2. REFER TO A-400 SERIES FOR ENLARGED PLANS
3. REFER TO A-03 FOR TYPICAL MOUNTING HEIGHTS AND
ABA REQUIREMENTS
4. REFER TO A-200 SERIES FOR INTERIOR ELEVATIONS
5. REFER TO A-401, A-402 AND A-404 FOR TYPICAL TOILET
ROOM LAYOUTS; REFER TO A-405 FOR TYPICAL AND
REPEATING ROOMS INCLUDING BUT NOT LIMITED TO
CONSULT/ EXAM AND PROCEDURE ROOMS, NOTE THAT
EYE TESTING ANTERIOR, EYE LASER TREATMENT,
PHOTOGRAPHY, SPEECH ANALYSIS, IMMITTANCE, AND
TREAT-OPHTHA ARE TO ALSO REFERENCE THESE
ROOMS FOR TYPICAL LAYOUTS.
6. REFER TO A-700 SERIES FOR RCPS
7. REFER TO A-502 FOR CEILING DETAILS
8. REFER TO A-520 FOR CASEWORK DETAILS
9. REFER TO AI SERIES FOR INTERIOR FINISHES
10. FURNITURE, ACCESSORIES, AND EQUIPMENT SHOWN
FOR REFERENCE ONLY; REFER TO EQ SERIES
DRAWINGS FOR SCHEDULE AND QUANTITIES NOT
SPECIFICALLY SHOWN ON A-100 SERIES PLANS. FOR
LOCATION OF THESE ITEMS REFER TO SHEET A-03 FOR
TYPICAL MOUNTING HEIGHTS AND ABA REQUIREMENTS.
FOR TYPICAL ACCESSORIES REFER TO DETAILS A7 &
C1, U.N.O.
11. REFER TO FJ SERIES, LIFE SAFETY PLANS, FOR
LOCATIONS OF REQUIRED RATED WALLS, SMOKE
PARTITIONS, AND SMOKE BARRIERS, IF CONFLICT
EXISTS USE MOST RESTRICTIVE
12. REFER TO A-603 FOR GENERAL BLOCKING NOTES FOR
TYPICAL METAL STUD BLOCKING AND METAL STUD
FRAMING REQUIRED.
13. REFER TO SHEET QH-A600 FOR SPECIFIC LOGISTICS
CATEGORY OF EQUIPMENT ITEMS, ALL ITEMS ARE TO
BE ASSUMED TO BE C/C UNLESS SPECIFICALLY LISTED
OTHERWISE ON SHEET QH-A600 REGARDLESS OF
GRAPHIC REPRESENTATION.
14. MODULAR PARTITIONS V/V - GOVERNMENT FURNISHED/
GOVERNMENT INSTALLED, REQUIRE COORDINATION
WITH ELECTRICAL, SECURITY, TELECOM, AND
HARDWARE FOR INCORPORATION OF CONDUIT AND TO
SUPPORT WIRING AND DEVICES - TYPICAL.
D
B
C A on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
Drawing number
Drawn
Location
Project Title
Date Checked by
Drawing Title
1 2 3 4 5 6
A
B
C
D
E
F
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
CONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management
7 8 9
MECHANICAL/ELECTRICAL/
PLUMBING:
Gayner Engineers 1133 Post Street San Francisco,CA 94109
STRUCTURAL:
Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105
CIVIL / SURVEYOR:
Sandis 636 9th Street Oakland, CA 94607
ARCHITECTURE/
INTERIOR DESIGN/
SECURITY/SIGNAGE/
COMMUNICATIONS/ MEDICAL
EQUIPMENT/ MASTER PLAN
LANDSCAPE/
ENVIRONMENTAL
ASSESSMENT:
HDR Architecture, Inc.
201 California Street, Suite 1500 San Francisco, CA 94111
FULLY SPRINKLERED
FIRE PROTECTION:
Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597
CONSULTANT:
GEOTECHNICAL:
Allegiance Group 4321 SW Corbett #200 Portland, OR 97239
COST ESTIMATING:
AECOM
300 California Street, Suite 400 San Francisco, CA 94104
KEY PLAN
Station Number Project Number
640 640-423
Building Number
U.S. Department of Veterans Affairs
RS
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:40
:27 A
M
A-101-A-1
LEVEL 1 AREA A - DIMENSION PLAN
Checker HJ03 JULY 2018
VA Livermore Realignment and Closure - Part B - CBOC
Stockton (French Camp) San Joaquin County, CA
800 (CBOC), 803 (CUP)
1/8" = 1'-0"A1 LEVEL 1 AREA A
EXTERIOR KEYNOTES
05-01 STRUCTURAL BRACING VISIBLE THROUGH GLASS
EXTERIOR SYSTEMS LEGEND
CWS-1 MULTI-LEVEL CURTAIN WALL SYSTEM TYPE 1
CWS-2 ALUMINIUM STOREFRONT WALL SYSTEM TYPE 2
MPRS-1 METAL PANEL RAINSCREEN SYSTEM TYPE 1
MPRS-2 METAL PANEL RAINSCREEN SYSTEM TYPE 2
PRPS-1 PHENOLIC RESIN PANEL RAINSCREEN SYSTEM TYPE 1
NO REVISIONS DATE
1 DESIGN CLARIFICATIONS 19 NOV 18
FRAME SUB-TYPES
M MASONRY HEAD
(SEE ADJACENT FRAME SUB-TYPES ELEVATIONS)
R RADIATION RESISTANT
(SEE SPECIFICATIONS)
DOOR PANEL TYPES
NOTES
1. SEE DOOR SCHEDULE FOR DOOR WIDTH AND HEIGHT
2. FRAME TYPE 11M DEPTH/THROAT IS 6" UNLESS OTHERWISE NOTED
FRAME TYPE NOMENCLATURE
X x
DENOTES FRAME SUB-TYPE
DENOTES FRAME TYPE
(SEE ADJACENT FRAME TYPE ELEVATIONS)
1 11M 2 43
SEE SCHEDULE
DOOR WIDTH
SE
E
SC
HE
DU
L E
DO
OR
H
EI
GH
T
A
A
B
A
C1
C
D
A
16 GA. FLAT BACKING
DUAL EGRESS
D
D
SEE SCHEDULE
DOOR WIDTH 1' - 2" 2"
TEMPERED
SIDELITE U.N.O.A
A
1R
SEE SPECIFICATIONS
FOR RADIATION RESISTANT
E C7
A-608 2" 2"
2" EQ
EQ
5/8"1 3/8"
2 5/8"
A CB C1 D
EQ.2"EQ.
5/8
2"
SEE PLANS FOR TYPE
WALL WIDTH
2" 2"
SEE PLANS FOR TYPE
WALL WIDTH
SE
E
PL
AN
S
FO
R
TY
PE
W
AL
L W
ID
TH
SEE PLANS FOR TYPE
WALL WIDTH
SEE PLANS FOR TYPE
WALL WIDTH
2"
4"
E
2" 2"
2"
DOOR SIDE
WINDOW SIDE
1 1/2" 2 1/2"
B
ALUM GLASS
EXTERIOR
4" 2'-
0"
4"
4" 4"
C
ALUM GLASS
INTERIOR
4" 2'-
0"
4"
4" 4"
F
FLUSH DOOR
FG
FULL GLASS DOOR
5'
5"
6" 6"
K
LEAD LINED DOOR
KN
LEAD LINED DOOR
2'- 9"
3'- 6"
1'-0" 6"
N
NARROW LITE DOOR
2'- 9"
3'- 6"
1'-0" 6"
UF
UNBALANCED FLUSH
OG
OVERHEAD
ROLL-UP DOOR
OSG
OVERHEAD SECURITY GRILLE
VF
VERTICALLY FOLDING ROOM DIVIDER
MS4
4 PANEL DOUBLE SLIDE
FULL TRACK
AS4
4 PANEL BI-PARTING
HALF TRACK
BREAK OPEN ANY POSITION
X
X
RECESSED TRACK
MIRRORED GLASS LAMINATED GLASS
LEAD
GLASS
AS
S
CH
ED
UL
ED
AS SCHEDULED AS SCHEDULED
HALF TRACK
MS2
2 PANEL SINGLE SLIDE
HALF TRACK
LAMINATED GLASS
RECESSED DOOR PULL (TYP)
GENERAL NOTES:
1. DOOR AND FRAME ASSEMBLIES SHALL COMPLY WITH ALL GENERAL NOTES &
LEGENDS, DOOR AND FRAME DETAILS, COMPONENTS INDICATED BY THE "DOOR- FRAME
SCHEDULE", AND PROJECT REQUIREMENTS AS SPECIFIED.
2. DOOR TYPE SYMBOL REFERENCE "DOOR TYPE DIAGRAMS", INDICATING LAYOUT OF
THE DOOR ASSEMBLY, LOCATION AND SIZE OF GLASS AND LOUVER PANELS, AND
DIMENSIONS OF RAILS AND STILES.
3. DOOR SWING DIRECTIONS INDICATED ON THE DOOR TYPE DIAGRAMS ARE
DIAGRAMMATIC ONLY, FOR ACTUAL DIRECTION AND HANDEDNESS OF DOOR SWING,
REFER TO FLOOR PLANS.
4. REFER TO DOOR SCHEDULE FOR GLAZING TYPE.
5. GLASS LIGHT DIMENSIONS ARE TO EDGE OF EXPOSED GLASS.
LEVEL 1
0' - 0"
14'-10"
5'
- 4
3'
- 8
" IW01
LAMINATED
GLASS (TYP.)
Sim A5
A-609 Sim A5
A-609
Sim A6
A-609
Sim A5
A-609
3 EQUAL PANELS
LEVEL 1
0' - 0"
4'
- 0
3'
- 0
5' - 0"
IW02
C7 A-608
C7 A-608
LEVEL 1
0' - 0"
4'
- 0
3'
- 0
3' - 0"
IW03
C7 A-608
C7 A-608
LEVEL 1
0' - 0"
4'
- 0
3'
- 0
2' - 0"
IW06
LEAD LINED/
LAMINATED GLASS
Sim C8
A-608
D3 A-608
LEVEL 1
0' - 0"
2'
- 1
0" 4'
- 2
BO
TT
OM
O
F
SI
LL
2'
- 8 1/
4"
4" 4' - 0" 4" 4' - 8"
IW07
7'
- 0
LAMINATED
GLASS
E5 A-609
D5 A-609
E5 A-609
Sim
COILING COUNTER
DOOR ON ROOM
SIDE
LEVEL 1
0' - 0"
3' - 0"
2'
- 6
3'
- 7 1/
4"
IW05
LAMINATED
GLASS
MA
X.
T O
SI
LL
3'
- 8
E1 A-609
D1 A-609
E1 A-609
Sim
LEVEL 1
0' - 0"
4'
- 0
4'
- 4
3' - 0"
IW04
B5 A-609
B1 A-609
PACKAGE TRANSFER
WITH INTERLOCK
(BOTH SIDES)
Sim B6
A-609 B5
A-609
Sim
1'-4 1/4" 1'-1 1/2"
CEILING AS SCHEDULED
4" METAL STUDS, TYP.
FINISHED CEILING
9'-0"
BRACE TO
STRUCTURE
OVERHEAD SECURITY GRILLE
COIL ABOVE CEILING
GRID
WALL AS SCHEDULED,
WRAP GWB UP TO
OVERHEAD DOOR GUIDE
3X3 STL TUBE, ATTACH TO
FLOOR AND OVERHEAD
STRUCT.
OVERHEAD DOOR GUIDES,
CONNECTION PER MANUF.
LEVEL 1
0' - 0"
Sim A6
A-609
Sim A5
A-609
Sim A5
A-609
2'- 0"
7'- 0"
9'- 0"
16'-2"
EQEQ
(CLEAR)
3'-6"EQEQ
DOOR
OPENING
(AS
SCHED.)
IW08
LAMINATED
GLASS (TYP.)
LEVEL 1
0' - 0"
3' - 6" EQ
15' - 6 1/2"
2'
- 0
7'
- 0 "9'
- 0
DOOR
OPENING
(AS
SCHED.)
Sim A6
A-609
Sim A5
A-609
Sim A5
A-609
EQ EQ
(CLEAR)
3' - 6"
IW09
LAMINATED
GLASS (TYP.)
PARTITION AS SCHEDULED
SLIDING DOOR FRAME ASSEMBLY
SHIM AS REQUIRED
SLIDING DOORS
SLIDING DOOR TRACK ASSEMBLY
STUD HEADER AS REQUIRED
DO
OR
O
PE
NI
NG
H
EI
GH
T
P
ER
IM
ET
ER
4" T
YP
FLUSH MOUNTED
MIRRORED GLASS
DOOR OPENING WIDTH
@ PERIMETER
4" TYP
FLUSH MOUNTED MIRRORED GLASS
PARTITION AS SCHEDULED
SLIDING DOOR FRAME ASSEMBLY
SLIDING DOORS IN OPEN
POSITION
SHIM AS REQUIRED
RECESSED DOOR PULL (TYP)
on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
Drawing number
Drawn
Location
Project Title
Date Checked by
Drawing Title
1 2 3 4 5 6
A
B
C
D
E
F
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
CONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management
7 8 9
MECHANICAL/ELECTRICAL/
PLUMBING:
Gayner Engineers 1133 Post Street San Francisco,CA 94109
STRUCTURAL:
Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105
CIVIL / SURVEYOR:
Sandis 636 9th Street Oakland, CA 94607
ARCHITECTURE/
INTERIOR DESIGN/
SECURITY/SIGNAGE/
COMMUNICATIONS/ MEDICAL
EQUIPMENT/ MASTER PLAN
LANDSCAPE/
ENVIRONMENTAL
ASSESSMENT:
HDR Architecture, Inc.
201 California Street, Suite 1500 San Francisco, CA 94111
FULLY SPRINKLERED
FIRE PROTECTION:
Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597
CONSULTANT:
GEOTECHNICAL:
Allegiance Group 4321 SW Corbett #200 Portland, OR 97239
COST ESTIMATING:
AECOM
300 California Street, Suite 400 San Francisco, CA 94104
Station Number Project Number
640 640-423
Building Number
U.S. Department of Veterans Affairs
RS
N:
//o ma c-i nr ev itp
/20
-V A/
_L ive rm or e_
Re ali gn me ntA nd
Cl os ur e/A
R/
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:41
:26 A
M
A-607
DOOR AND FRAME TYPES AND DETAILS
Checker Author03 JULY 2018
VA Livermore Realignment and Closure - Part B - CBOC
Stockton (French Camp) San Joaquin County, CA
800 (CBOC), 803 (CUP)
1/4" = 1'-0"
DOOR FRAME TYPE ELEVATIONS
3" = 1'-0"
DOOR FRAME PROFILES
1/4" = 1'-0"
DOOR TYPE ELEVATIONS
1/4" = 1'-0"
IW01
1/4" = 1'-0"
IW02
1/4" = 1'-0"
IW03
1/4" = 1'-0"
IW06
1/4" = 1'-0"
IW07
1/4" = 1'-0"
IW05IW04/IW04A
1/2" = 1'-0"A1 OVERHEAD SECURITY GRILLE HEAD
3" = 1'-0"A3 OVERHEAD SECURITY GRILLE JAMB
1/4" = 1'-0"
IW08
1/4" = 1'-0"
IW09
3" = 1'-0"A5 SLIDING DOOR HEAD (4 PANEL)
3" = 1'-0"A7 SLIDING DOOR JAMB (4 PANEL)
NO REVISIONS DATE
1 DESIGN CLARIFICATIONS 19 NOV 18
3/8"
SEALANT & BACKING ON
BOTH SIDES
W
AL
L A S
SC
HE
DU
LE
D
DOUBLE OR TRIPLE JAMB
STUDS AS SCHEDULED
SHIM AS
REQUIRED
INTERIOR ALUM.
WINDOW SYSTEM
CORNER BEAD
(TYP)
EXTERIOR CURTAIN SYSTEM
SHOWN FOR REFERENCE
ONLY REFER TO EXTERIOR
DETAILS FOR ACTUAL
FRAMING AND ADDITIONAL
INFORMATION.
INTERIOR ALUM.
WINDOW SYSTEM
SHIM AS
REQUIRED
CLEAT
ALIGN
SEALANT & BACKER,
BOTH SIDES.
ANGLE STUD BRACE TO STRUCTURE
ABOVE. BRACE AT EVERY OTHER
SOFFIT STUD. ALTERNATE DIRECTIONS
GLASS AS SCHEDULED
5/8" GWB SOFFIT
SHIM AS REQUIRED
INTERIOR ALUM.
WINDOW SYSTEM
METAL STUD SOFFIT
FRAMING
CONTINUOUS BACKING
CLASS III BULLET
RESISTIVE GLASS
SEALANT, TYP.
METAL SHELF AND DEAL
TRAY
6"
4 1/2" 4 1/2"
3"
2' - 0"
METAL STUDS, SIZE PER SCHEDULE
5/8" GWB EACH SIDE
BALLISTIC MATERIAL -
FULL HEIGHT
4" WIDE BALLISTIC MATERIAL
BATTEN STRIP AT SEAMS OF
SHEETS - PER MANUF. PRINTED
INSTRUCTIONS
9 GA STEEL SECURITY MESH
HORIZ. JOINT REINF. @
16"O.C.
VERTICAL REINFORCING
GROUT SOLID
THREAT SIDESECURE SIDE
METAL STUDS, SIZE PER SCHEDULE
5/8" GWB EACH SIDE
BALLISTIC MATERIAL - FULL HEIGHT
4" WIDE BALLISTIC MATERIAL BATTEN
STRIP AT SEAMS OF SHEETS - PER
MANUF. PRINTED INSTRUCTIONS
9 GA STEEL SECURITY MESH
HORIZ. JOINT REINF. @
16"O.C.
VERTICAL REINFORCING
#__ @ __ IN O.C.
GROUT SOLID
THREAT SIDESECURE SIDE
CLASS III BULLET
RESISTIVE GLASS
OPENING SHOWN
BEYOND AT JAMB FOR
VOICE TRANSMISSION
8" CMU HEAD BOND BEAM
SEALANT
CORNER BEAD
METAL STUDS, SIZE PER SCHEDULE
5/8" GWB EACH SIDE
BALLISTIC MATERIAL - FULL HEIGHT
4" WIDE BALLISTIC MATERIAL BATTEN
STRIP AT SEAMS OF SHEETS - PER
MANUF. PRINTED INSTRUCTIONS
9 GA STEEL SECURITY MESH
HORIZ. JOINT REINF. @
16"O.C.
VERTICAL REINFORCING #__ @
__ IN O.C.
GROUT SOLID
THREAT SIDESECURE SIDE
MOUNTING HOLE
8" CMU HEAD BOND BEAM
SEALANT
DOOR RELEASE
DOOR2"
FIXED FLANGE
ADJUSTABLE
FLANGE
CEILING AS
SCHEDULED
PARTITION
SCHEDULED
6"-18 GA BOX BEAM
HEADER (16GA AT +10'-0"W
OPG'S)
MTL STUD KICKER,
AS REQ'D
CASING BEAD
SHIM AS REQUIRED
SEALANT
MTL STUD
FIN CLG HT
SEE RCP
FIN CLG HT
SEE RCP
OP
EN
IN
G
AS
S
CH
ED
UL
ED
VA
RI
ES
, S
EE
R
CP
CASING BEAD
SEALANT
ALUM SLIDING WINDOW UNIT
WOOD SHIM
3'- 8"
A
FF
, U
NO
CEILING AS SCHEDULED
SECTION AT HEAD
PARTITION
SCHEDULED
6"-18 GA BOX BEAM
HEADER (16GA AT +10'-0"W
OPG'S)
MTL STUD KICKER,
AS REQ'D COORDINATE
WITH COILING DOOR
CASING BEAD
SHIM AS REQUIRED
SEALANT
MTL STUD
OP
EN
IN
G
AS
S
CH
ED
UL
ED
WAITING SIDEROOM SIDE
FIN CLG HT
SEE RCP
COILING COUNTER DOOR
MECHANISM ABOVE
CEILING
COILING COUNTER DOOR
WAITING SIDEROOM SIDE
SOLID SURFACE
COUNTERTOP W/ MDF
SUBSTRATE
1 1 /2"
SEALANT
ALUM SLIDING WINDOW UNIT -
SEE WINDOW SCHEDULE
WOOD SHIM
2'-
" A
FF
, U
NO
8"
COILING COUNTER DOOR
FRAME AT JAMB BEYOND
CASING BEAD
SHIM AS REQUIRED
SEALANT
MTL STUD
ALUM SLIDING DOOR UNIT -
SEE DOOR SCHEDULE FOR
SIZE
AL
UM
S
LID
IN
G
DO
OR
U
NI
T
HE
IG
HT
- S
EE
D
OO
R
SC
HE
D
.1/ 2"
AL
IG
N
ROOM SIDECORRIDOR SIDE
COORD W/ MFR TRACKLESS
THRESHOLD
SCHEDULED FINISH FLOOR
ALUM SLIDING DOOR UNIT -
SEE DOOR SCHEDULE
FIN CLG HT
SEE RCP
FIN CLG HT
SEE RCP
CEILING AS SCHEDULED
SEALANT
AUTOMATED
SLIDING DOOR
ALIGN
FR
AM
E 4 1
/2"
SLIDING DOOR UNIT WIDTH- SEE DOOR SCHEDULE
CASING
BEAD
SHIM AS
REQUIRED
METAL STUD,
DOUBLE @ JAMBS
ROOM SIDE
CORRIDOR SIDE
RE
FE
R
TO
P
LA
N
VA
RI
ES
NOTE:
AT DOOR HEAD FRAMING TO BE
BOX HEADER IN LIEU OF DOUBLE
STUDS EACH SIDE AS SHOWN
ALUMINUM STOREFRONT
CURTAIN WALL SYSTEM
ALUMINUM DOOR
ALUMINUM HORIZONTAL MULLION
7 1/2"
5/8
2 1 /2"
B.O. MULLION
RE: WINDOW
SCHEDULE
ALUMINUM STOREFRONT
CURTAIN WALL SYSTEM
ALUMINUM DOOR
ALUMINUM VERTICAL
MULLION
7 1 /2"
2 1/2" 5/8"
ALUMINUM HORIZONTAL
MULLION BELOW
DOOR FRAME
BEYOND
CONTINUOUS RAIN
SCREEN INSULATION
8" CMU HEAD BOND BEAM
EXTERIOR WALL SYSTEM
MPRS-3
SEALANT - EACH
SIDE & ALL
AROUND, TYP.
DOOR AS SCHEDULED
STAINLESS STEEL DRIP
FLASHING
HOLLOW METAL FRAME
(4" HEAD & 2" JAMB)
AIR AND WEATHER BARRIER
ALUM CLOSURE AT JAMB
LOCATION
BACKER ROD AND SEALANT
FLEXIBLE MEMBRANE OVER
AIR AND WEATHER BARRIER
ON TOP OF METAL FLASHING
SOLID GROUT
1 1/64"
8" M
IN
4 x 8 x 16 CMU
STRUCTURAL SLAB
RE: STRUCT
GROUT SOLID
BRICK LEDGE
CONCRETE FOUNDATION
REINFORCING SEE STRUCT
5" 6 1
/2" 8"
2' - 5 1/2" 6 1/2"
FILL IN MATERIAL
2'
- 0
3' - 0"
DOOR AS SCHEDULED
PAVING SLOPE TO DRAIN,
RE: CIVIL
THRESHOLD AT DOOR SET IN
SEALANT
WATERPROOFING MEMBRANE
1"1" 1" MIN
WATERPROOFING
MEMBRANE
/12
8" M
AX
VAPOR BARRIER
UNDER SLAB, TYPICAL
CONTINUOUS RAIN
SCREEN INSULATION
8" CMU HEAD BOND BEAM
EXTERIOR WALL SYSTEM
MPRS-3
CONTINUOUS STEEL ANGLE
BETWEEN HSS COLUMNS
LOUVER SUPPORT PER STRUCT
STAINLESS STEEL DRIP
FLASHING
REMOVABLE BLAST LOUVER
AIR AND WEATHER BARRIER
ALUM CLOSURE AT JAMB
LOCATION
BACKER ROD AND SEALANT
FLEXIBLE MEMBRANE OVER
AIR AND WEATHER BARRIER
ON TOP OF METAL FLASHING
LOUVER FASTENERS PER
LOUVER MANUFACTURER, TYP.
EXPANSION
ANCHOR PER
STRUCT
8"
REMOVABLE MISC.
STEEL HSS COLUMNS
LOUVER SUPPORT
PER STRUCT
STEEL CLIP
ANGLES CONNECT
TO HSS COLUMNS
LOUVER SUPPORT
PER STRUCT
1"
7 5/8" 6 81/128"
6" 1" 6"
METAL SILL FLASHING WITH
BACK AND END DAMS ON
BED OF SEALANT OVER
WATERPROOFING MEMBRANE
REMOVABLE BLAST LOUVER
LOUVER FASTENERS PER
LOUVER MANUFACTURER, TYP.
STRUCTURAL SLAB
RE: STRUCT
FILL IN MATERIAL
PAVING, RE: CIVIL
1" 2"
CONTINUOUS STEEL ANGLE
BETWEEN HSS COLUMNS
LOUVER SUPPORT PER STRUCT
EXPANSION ANCHOR
PER STRUCT
REMOVABLE MISC.
STEEL HSS LOUVER
SUPPORT PER STRUCT
STEEL CLIP ANGLES WELD
TO ANGLE CONNECT TO
HSS COLUMNS LOUVER
SUPPORT PER STRUCT
4" CMU
GROUT SOLID
WATERPROOFING
MEMBRANE
6" 125/128" 6"
METAL FLASHING WITH
BACK AND END DAMS
ON BED OF SEALANT
REMOVABLE BLAST
LOUVER
LOUVER FASTENERS
PER LOUVER
MANUFACTURER, TYP.
CONTINUOUS STEEL
ANGLE BETWEEN HSS
COLUMNS WELD TO
HORIZONTAL HSS
REMOVABLE MISC.
STEEL HSS COLUMNS
LOUVER SUPPORT
PER STRUCT
STEEL CLIP ANGLES WELD
TO HORIZONTAL HSS
LO
U
VE
R
P
AN
EL
1"
LO
U
VE
R
P
AN
EL
STEEL CLIP ANGLE WELD
TO HORIZONTAL HSS (TOP
AND BOTTOM) CONNECT
TO HSS COLUMNS BEYOND
CONTINUOUS HORIZONTAL
STEEL HSS BETWEEN HSS
COLUMNS
7' - 11 1/2"
BOTTOM OF HSS
REMOVABLE BLAST
LOUVER
6" 125/128" 6"
LOUVER FASTENERS
PER LOUVER
MANUFACTURER, TYP.
127/128"
DRIP EDGE WITH
SEALANT
on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot
6" on e in ch o ne fo ot on e an d on e-ha lf in ch o ne fo ot th re e in ch es o ne fo ot
6"
6"
6"
Drawing number
Drawn
Location
Project Title
Date Checked by
Drawing Title
1 2 3 4 5 6
A
B
C
D
E
F
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
CONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management
7 8 9
MECHANICAL/ELECTRICAL/
PLUMBING:
Gayner Engineers 1133 Post Street San Francisco,CA 94109
STRUCTURAL:
Degenkolb Engineers 375 Beale Street Suite 500 San Francisco, CA 94105
CIVIL / SURVEYOR:
Sandis 636 9th Street Oakland, CA 94607
ARCHITECTURE/
INTERIOR DESIGN/
SECURITY/SIGNAGE/
COMMUNICATIONS/ MEDICAL
EQUIPMENT/ MASTER PLAN
LANDSCAPE/
ENVIRONMENTAL
ASSESSMENT:
HDR Architecture, Inc.
201 California Street, Suite 1500 San Francisco, CA 94111
FULLY SPRINKLERED
FIRE PROTECTION:
Jensen Hughes 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597
CONSULTANT:
GEOTECHNICAL:
Allegiance Group 4321 SW Corbett #200 Portland, OR 97239
COST ESTIMATING:
AECOM
300 California Street, Suite 400 San Francisco, CA 94104
Station Number Project Number
640 640-423
Building Number
U.S. Department of Veterans Affairs
RS
N:
//o ma c-i nr ev itp
/20
-V A/
_L ive rm or e_
Re ali gn me ntA nd
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DOOR AND FRAME DETAILS
Checker Author03 JULY 2018
VA Livermore Realignment and Closure - Part B - CBOC
Stockton (French Camp) San Joaquin County, CA
800 (CBOC), 803 (CUP)
3" = 1'-0"A5 JAMB DTL @ INT ALUM STOREFRONT (SILL SIM.)
3" = 1'-0"A3 JAMB DTL @ INT ALUM STOREFRONT
3" = 1'-0"A6 HEAD DTL @ INT ALUM STOREFRONT
3" = 1'-0"B1 SILL DETAIL AT PHARMACY SERVER WINDOW
3" = 1'-0"B5 HEAD DETAIL AT PHARMACY SERVER WINDOW
3" = 1'-0"B6 HEAD DETAIL AT PHARMACY PASS THROUGH WINDOW
3" = 1'-0"E1 SLIDING TRANSACTION WINDOW HEAD
3" = 1'-0"D1 SLIDING TRANSACTION WINDOW SILL
3" = 1'-0"E5 HEAD DETAIL-SLIDING TRANSACTION WINDOW WITH COUNTER
3" = 1'-0"D5 SILL DETAIL- SLIDING TRANSACTION WINDOW WITH COUNTER
3" = 1'-0"D8 HEAD/SILL DETAIL AT MANUAL SLIDING DOOR
3" = 1'-0"B8 MANUAL SLIDING DOOR JAMB (HEAD SIM.)
3" = 1'-0"E7 HEAD DETAIL AT EXTERIOR STOREFRONT
3" = 1'-0"D7 JAMB DETAIL AT EXTERIOR STOREFRONT
3" = 1'-0"E3 DOOR HEAD / JAMB SIM - CUP
1" = 1'-0"D3 DOOR SILL - CUP
3" = 1'-0"C4 LOUVER HEAD / JAMB SIM - CUP
3" = 1'-0"A4 LOUVER SILL - CUP
3" = 1'-0"A8 LOUVER AT STEEL BEAM SUPPORT - CUP
NO REVISIONS DATE
1 DESIGN CLARIFICATIONS 19 NOV 18
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#10
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800-HS1WB - 1,3
803-HS1A - 1,3
803-HN1A - 4,6
800-HS1WA - 5,7 800-HS1WA - 1,3
800-HN1EA -
2,4,12
800-HN1EA - 6,8
800-HN1WB - 2,4
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800-HS1WB - 7,9
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FUTURE
NEIGHBERHOOD B
(PART A)
BLDG 801B
FUTURE
NEIGHBERHOOD A
(PART A)
BLDG 801A
CBOC
(PART B)
BLDG 800
CENTRAL
UTILITY
PLANT
(PART B)
BLDG 803
FUTURE
NEIGHBARHOOD C
(PART A)
BLDG 801C
FUTURE
CLC
(PART A)
BLDG 801
MANTHEY ROAD
MAIN
ENTRY
DRIVE
MANTHEY ROAD
M A
N T H
E Y
R O
A D
M A
N T H
E Y
R O
A D
FUTURE
EXPANSION
IN
T
E R
S T
A T
E R
O U
T E
DRY
DETENTION
BASIN
DRY
DETENTION
BASIN
E
AST-W
EST D
R
IVE
L O
O P
R O
A D
FUTURE
ELB
(PART D)
BLDG 802
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S2A
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S7
6 6
VIA 800-LCP1A -
4,5
VIA 800-LCP1A -
1,2
VIA 800-LCP1WA -
1,2
VIA 800-LCP1EA -
1,2,6
VIA 800-LCP1EA - 5,7
VIA 800-LCP1EA -
3,4
VIA 800-LCP1WA
- 3,4
VIA 800-LCP1WB -
1,2
VIA 800-LCP1WB -
3,4
VIA 800-LCP1WB -
5,6
S4
7777777
1133 POST STREET
SAN FRANCISCO, CA 94109
TELEPHONE (415) 474-9500
FAX (415) 474-1363
GAYNER
ENGINEERS
R
EG
IS
TE
RE
D
PROFESSIONAL
ENG
IN
EER
STATE OF CAL IFORNIA
EL EC T R ICA L
BE
NSON NGO
Exp.
E 16075 12-31-19
TRUE
NORTH
0 25'-0" 50'-0" 100'-0" o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t
Drawing number
Drawn
Location
Project Title
Date Checked by
Drawing Title
1 2 3 4 5 6
A
B
C
D
E
F
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9
CONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management
7 8 9
MECHANICAL/ELECTRICAL/
PLUMBING:
Gayner Engineers 1133 Post Street San Francisco,CA 94109
STRUCTURAL:
Degenkolb Engineers 375 Beale Street Suite, Suite 500 San Francisco,CA 94105
CIVIL / SURVEYOR:
Sandis 636 9th Street Oakland, CA 94607
ARCHITECTURE/
INTERIOR DESIGN/
SECURITY/SIGNAGE/
COMMUNICATIONS/ MEDICAL
EQUIPMENT/ MASTER PLAN
LANDSCAPE/
ENVIRONMENTAL
ASSESSMENT:
HDR Architecture, Inc.
201 California Street, Suite 900 San Francisco, CA 94105
FULLY SPRINKLERED
FIRE PROTECTION:
Jensen Hughestion 2950 Buskirk Avenue | Suite 225 Walnut Creek, CA 94597
CONSULTANT:
GEOTECHNICAL:
Allegiance Group 4321 SW Corbett #200 Portland, OR 97239
COST ESTIMATING:
AECOM
300 California Street, Suite 400 San Francisco, CA 94104
Station Number Project Number
640 640-423
Building Number
U.S. Department of Veterans Affairs
11/15/2018 3:23:20 PM E:\Project\10002-01 VAPA Part B\195116-E-B_CBOC_v2015_HW.rvt
ES102
SITE PLAN - LIGHTING
HW CZ/JHE03 JULY 2018
VA Livermore Realignment and Closure - Part B - CBOC
Stockton (French Camp) San Joaquin County, CA
800 (CBOC), 803 (CUP)
SHEET NOTES:
CONNECT TO FLAG POLE LIGHTS
INTERNALLY ILLUMINATED SIGN
RUN #10 CONDUCTOR IN 1 1/4" CONDUIT
FROM PULLBOX TO PULLBOX.
RUN #10 CONDUCTOR IN 3/4" CONDUIT
FROM PULLBOX TO LIGHT FIXTURE.
RUN #10 CONDUCTOR IN 3/4" CONDUIT
FROM PULLBOX TO BOLLARD.
SECURITY CAMERA MOUNTED ON POLE.
SEE ES103 FOR BRANCH CIRCUIT
INFORMATION. PROVIDE POLE WITH
CAMERA MOUNTING PROVISIONS.
FIXTURE TYPE S3A TO BE MOUNTED
SOUTH OF RETAINING WALL.
1" = 50'-0"
SITE LIGHTING
3 TYP.
4TYP.
GENERAL NOTES:
SEE DRAWING E-501 LIGHT BASE AND
BOLLARD BASE DETAILS.
COORDINATE THE LOCATION OF ALL
UNDERGROUND ELECTRICAL WORK
WITH ALL UTILITIES. REFER TO CIVIL
DRAWING FOR GENERAL ROUTING AND
RELATIVE STACKING ARRANGEMENTS
OF ALL SITE UTILITIES.
POLES WITH SECURITY CAMERA
MOUNTING PROVISIONS: OBTAIN
CAMERA MOUNT TEMPLATE FROM
SECURITY CONTRACTOR AND FURNISH
THE MOUNTING TEMPLATE TO POLE
MANUFACTURER PRIOR TO POLE
FABRICATION.
1.
2.
3.
TYPICAL
AM-0003
NO REVISIONS DATE
1 DESIGN CLARIFICATIONS 19 NOV 18
POLE BASE DETAIL - PAVED AREAS
NTS
LIGHT POLE PER LIGHT
FIXTURE SCHEDULE
76x127mm (3"x5")
REINFORCED HAND HOLE WITH
TAMPER RESISTANT SCREWS.
PROVIDE IN-LINE SCREW-TYPE
FUSE HOLDER(S) WITH FUSE(S).
POLE GROUNDING STUD
2-PIECE BOLT COVER PLATE.
PVC CONDUIT ADAPTER
COUPLING
PVC CONDUIT
25mm (1") EMPTY
CONDUIT WITH CAP
(WHERE SHOWN ON
PLANS)
FINISHED PAVING
ANCHOR BOLTS PER POLE
MANUFACTURER'S
REQUIREMENTS WITH LEVELING
NUTS ABOVE & BELOW BASE
PLATE PER MANUFACTURER
m m
3"
0m m M
IN
(2 '-0
#4 BARE COPPER GROUND
6096mm (20'-0") COILED
BELOW BASE
CONCRETE BASE
& REINFORCING STEEL,
SEE NOTE BELOW.
GENERAL NOTES:
1. BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE
SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON
STRUCTURAL DRAWINGS.
2. REFER TO SPECIFICATION SECTION 26 56 00 FOR MOUNTING AND
LEVELING REQUIREMENTS.
3. REFER TO LANDSCAPE DETAILS FOR INSTALLATION OF PAVERS AND
INTERFACE BETWEEN PAVERS AND POLE BASE.
POLE BASE DETAIL - PLANTING AREAS
NTS
LIGHT POLE PER LIGHT
FIXTURE SCHEDULE
76x127mm (3"x5")
REINFORCED HAND HOLE WITH
TAMPER RESISTANT SCREWS.
PROVIDE IN-LINE SCREW-TYPE
FUSE HOLDER(S) WITH FUSE(S).
POLE GROUNDING STUD
2-PIECE BOLT COVER PLATE.
PVC CONDUIT ADAPTER
COUPLING
PVC CONDUIT25.4mm (1") EMPTY
CONDUIT WITH CAP
(WHERE SHOWN ON
PLANS)
FINISHED GRADE
ANCHOR BOLTS PER POLE
MANUFACTURER'S
REQUIREMENTS WITH LEVELING
NUTS ABOVE & BELOW BASE
PLATE PER MANUFACTURER
m m
(3
0m m M
IN
(2 '-0
#4 BARE COPPER
GROUND 6069mm (20'-0")
COILED BELOW BASE
CONCRETE BASE
& REINFORCING STEEL,
SEE NOTE BELOW
GENERAL NOTES:
1. BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE
SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON
STRUCTURAL DRAWINGS.
2. REFER TO SPECIFICATIONS SECTION 26 56 00 FOR MOUNTING AND
LEVELING REQUIREMENTS.
BOLLARD BASE DETAIL - PAVED AREAS
NTS
GENERAL NOTES:
1. BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE
SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON
STRUCTURAL DRAWINGS.
2. REFER TO SPECIFICATION SECTION 26 56 00 FOR MOUNTING AND
LEVELING REQUIREMENTS.
3. REFER TO LANDSCAPE DETAILS FOR INSTALLATION OF PAVERS AND
INTERFACE BETWEEN PAVERS AND POLE BASE.
18"Ø
5'-0"
18"Ø
5'-0"
5-#5 VERT BARS &
#3 SPIRAL WITH 8" PITCH
5-#5 VERT BARS &
#3 SPIRAL WITH 8" PITCH
BOND TO REBAR
RIGID STEEL CONDUIT
UNDISTURBED SOIL
OR SELECT BACKFILL
COMPACTED, SEE
NOTE BELOW.
RIGID STEEL CONDUIT
UNDISTURBED SOIL
OR SELECT BACKFILL
COMPACTED, SEE
NOTE BELOW.
BOND TO REBAR
VANDAL RESISTANT LIGHT
BOLLARD PER LIGHT FIXTURE
SCHEDULE.
PVC CONDUIT ADAPTER
COUPLING
PVC CONDUIT
RIGID STEEL CONDUIT
FINISHED PAVING
GALVANIZED ANCHOR BOLTS &
HEX NUTS. PROVIDE
LEVELING SHIMS OR HEX NUTS
PER MANUFACTURER
m m
(4
0m m M
IN
(2 '-0
UNDISTURBED SOIL
OR SELECT BACKFILL
COMPACTED, SEE
NOTE BELOW
CONCRETE BASE
& REINFORCING STEEL,
SEE NOTE BELOW
3'-0"
18"Ø
5-#5 VERT BARS &
#3 SPIRAL WITH 8" PITCH
GROUNDING STUD
#4 BARE COPPER
GROUND 6069mm (20'-0")
COILED BELOW BASE
BOND TO REBAR
BOLLARD BASE DETAIL - TURF AREAS
NTS
VANDAL RESISTANT LIGHT
BOLLARD PER LIGHT FIXTURE
SCHEDULE.
PVC CONDUIT ADAPTER
COUPLING
PVC CONDUIT
RIGID STEEL CONDUIT
FINISHED GRADE
GALVANIZED ANCHOR BOLTS &
HEX NUTS. PROVIDE
LEVELING SHIMS OR HEX NUTS
PER MANUFACTURER.
m m
(3
0m m M
IN
(2 '-0
UNDISTURBED SOIL
OR SELECT
BACKFILL
COMPACTED, SEE
NOTE BELOW.
CONCRETE BASE
& REINFORCING
STEEL, SEE NOTE BELOW.
GENERAL NOTES:
1. BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE
SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON
STRUCTURAL DRAWINGS.
2. REFER TO SPECIFICATION SECTION 26 56 00 FOR MOUNTING AND
LEVELING REQUIREMENTS.
18"Ø
3'-0"
5-#5 VERT BARS &
#3 SPIRAL WITH 8" PITCH
#4 BARE COPPER
GROUND 6069mm (20'-0")
COILED BELOW BASE
BOND TO REBAR
GROUNDING STUD
3. WHERE POLE FOUNDATION OVERLAPS WITH ADJACENT FOUNDATIONS
INTEGRATE REINFORCING OF BOTH FOUNDATIONS.
DOWNLIGHT MOUNTING - LAY-IN CEILING
NTS
CEILING HANGER
WIRE, TYP.
RECESSED
CAN LUMINAIRE
ARCHITECTURAL
CEILING GRID
WIRE TIE OR
SCREW BAR
HANGER TO
ARCHITECTURAL
CEILING GRID TYP.
LUMINAIRE
BAR HANGERS
LUMINAIRE SUSPENSION WIRE
REFER TO SPECIFICATION
SECTION 26 51 00.
ACOUSTICAL CEILING
TILE (TYP)
RECESSED CAN
LUMINAIRE
ARCHITECUTRAL CEILING GRID
FIXTURE WHIP FROM
JUNCTION BOX
(1829mm (6') LONG MAX)
GENERAL NOTE:
1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING
INSTRUCTIONS AND USING RECOMMENDED MOUNTING HARDWARE
EXIT SIGN MOUNTING - GYPBOARD CEILING
NTS
CEILING HANGER WIRE
DRYWALL
CEILING CROSS
TEE, TYP.
CEILING MAIN
BEAM.
DRYWALL CEILING
CROSS TEE, TYP.
GYPSUM
BOARD
WIRE TIE THROUGH
MOUNTING CHANNEL
& CROSS BEAM, TYP.
HANGER WIRE AND MOUNTING CHANNEL
ATTACHED TO STRUCTURE REFER TO
SPECIFICATION SECTION 26 51 00
INTEGRAL GALVANIZED LIPPED
STEEL MOUNTING CHANNEL
JUNCTION BOX
LOCKING SQUARE
WASHER & NUT
6.35mm (1/4") SCREW
FIXTURE WHIP FROM JUNCTION
BOX (1829mm (6') LONG MAX)
GENERAL NOTE:
1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING
INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE.
EXIT SIGN MOUNTING - LAY-IN CEILING
NTS
CEILING HANGER WIRE
ARCHITECTURAL
CEILING GRID
ARCHITECTURAL
CEILING GRID
ACOUSTICAL
CEILING TILE (TYP)
HANGER WIRE AND MOUNTING CHANNEL
ATTACHED TO STRUCTURE REFER TO
SPECIFICATION SECTION 26 51 00
INTEGRAL GALVANIZED LIPPED
STEEL MOUNTING CHANNEL
JUNCTION BOX
LOCKING SQUARE
WASHER & NUT
6.35mm (1/4") SCREW
ARCHITECTURAL
CEILING GRID
WIRE TIE THROUGH
MOUNTING CHANNEL
& CROSS BEAM, TYP.
FIXTURE WHIP FROM JUNCTION
BOX (1829mm (6') LONG MAX)
GENERAL NOTE:
1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING
INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE.
LUMINAIRE MOUNTING - GYPBOARD CEILING
NTS
LUMINAIRE
SUSPENSION WIRES
REFER TO
SPECIFICATION
SECTION 26 51 00
3 TWIST
MINIMUM (TYP)
FIXTURE WHIP FROM JUNCTION
BOX (1829mm (6') LONG MAX.)
CEILING MAIN BEAM
GYPSUM BOARD
(TYP)
LUMINAIRE.
REFER TO
SCHEDULE
LUMINAIRE MANUFACTURER'S
MOUNTING HARDWARE
REFER TO SPECIFICATION
SECTION…
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