PART3of4AM-06_DRAW.pdf
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Amendment 6 - Part 3 of 4 amended drawings
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9'
- 0
" M
IN
R
20°
(V
AR
IE
S)
2'
- 0
1/ 8"
2' - 7"
9' - 0" 5' - 0"
12' - 0" 6' - 0"
18' - 0" (PARKING SPACE)
107326.B02
107326.B01 107326.B01
AS010
AS010
SIM
14' - 0"
9 033100.A06
AS003
TO STEEL
13' - 0"7
034501.A04
AS010
4' - 0"9' - 0"9' - 0"9' - 0"4' - 0"
35' - 0"
107326.B02 107326.B01
EQEQEQ
2 5
107326.C01
107326.B01
AS010
4' - 0"9' - 0"9' - 0"9' - 0"4' - 0"
EMP-5
EMP-5
AS003
034501.A04
034501.A04
SHEET NOTES:
NOTES:
KEY NOTES 00
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
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O F
TH
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SA
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TO
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AL
IF
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IA
FO
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C
AL
IF
O
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IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
As in dic ate d
AM-06
AS010
PA
RK
IN
G
TR
EL
LIS
D
ET
AI
LS
Au tho r
De sig ne r
Ch ec ke r
AS
1 FRONT OF PARKING SPACE
2 CORRUGATED PERFORATED ALUMINUM
PANEL (10% OPEN). FINISH TO MATCH
CANOPY SYSTEM
3 TAPER BEAMS
4 CANTILEVER
5 PARKING STRIPE BELOW
6 PAVEMENT
7 ADJUST HEIGHT AS REQUIRED TO
MAINTAIN LEVEL STRUCTURE @ GRADE
VARIATIONS
8 OPEN
9 CONCRETE FOOTING PER STRUCTURAL
DWGS.
10 NOT USED.
11 LIGHT FIXTURE, REFER TO ELECTRICAL
DRAWINGS
12 SECURITY CAMERA, REFER TO
ELECTRICAL SITE UTILITY DRAWINGS FOR
LOCATIONS AND QUANTITIES
13 ELECTRICAL BACK BOX, SEE ELECTRICAL
DRAWINGS
14 JUNCTION BOX AND LED POWER SUPPLY.
15 RIGID ELECTRICAL CONDUIT, SECURE AS
REQUIRED. PAINT TO MATCH STRUCTURE.
16 ELECTRICAL CONDUIT TO HANDHOLE, SEE
ELECTRICAL SITE DRAWINGS FOR
LOCATION.
17 ELECTRICAL CONDUIT TRANSITIONS.
18 LOW VOLTAGE CABLE. PROVIDE
GROMMETS TO AT ALL CABLE
PENTRATIONS THROUGH STRUCTURE.
19 VIDEO SURVEILLANCE SYSTEM POWER
SUPPLIES. PAINT TO MATCH STRUCTURE.
20 CONCRETE WHEEL STOP BELOW. SEE
CIVIL DRAWINGS
MATERIAL NOTES
033100.A06 CONCRETE FOOTING
034501.A04 PRECAST CONCRETE BASE
107326.B01 SUPPORT STRUCTURE
107326.B02 COLUMN
107326.C01 ROOF PANEL
A. REFER TO SHEETS AS003 AND AS004
FOR LAYOUT OF PARKING TRELLIS
CANOPY
B. REFER TO SPECIFICATION SECTION
107326 FOR PARKING TRELLIS CANOPY
FABRICATION & ENGINEERING
C. FABRICATOR MUST FOLLOW DESIGN
INTENT OF THESE DRAWINGS
D. FOR ADDITIONAL INFORMATION ON
EXTERIOR MATERIALS SEE
SPECIFICATION SECTION 090690
E. WHERE COLOR IS SHOWN AS BEING
SPECIFIC TO ONE MANUFACTURER, AN
EQUIVALENT COLOR BY ANOTHER
MANUFACTURER MAY BE SUBMITTED
FOR APPROVAL. MANUFACTURERS AND
MATERIALS SPECIFIED ARE NOT
INTENDED TO LIMIT THE SELECTION OF
EQUAL COLORS FROM OTHER
MANUFACTURERS.
F. PROVIDE STAINLESS STEEL SCREWS
AND ANTIGALVANIC PADS OR COATING
TO SEPARATE ALL METAL EQUIPMENT
AND CONDUIT MOUNTED TO ALUMINUM
CANOPY SYSTEM
3/8" = 1'-0"
SECTION3
3/8" = 1'-0"
FRAMING PLAN1 3" = 1'-0"
SECTION DETAIL4
3/8" = 1'-0"
FRONT ELEVATION2
EXTERIOR COLOR SCHEDULE
EMP-5 EXTERIOR METAL PANEL, CENTRIA
SUNDANCE AM, COLOR: 9962 XL SILVER
GRAY
EPC-1 SPEC SECTION: 34500 / PRECAST LIGHT
3/8"=1'-0" GRAPHIC SCALE
1'01' 3' 5' 9'
15"10"5"2"
3"=1'-0" GRAPHIC SCALE
01"
Sy m
De sc rip tio n Da te Ap pr ov ed
MI
SC
EL
LA
NE
OU
S
CH
AN
GE
S
-0 7-
BK
H
AS011
N2288139.7413 E6955240.4247 6
055913.A01
034500.A01
1' - 0"
FOR RAMP LENGTH
SEE CIVIL DRAWINGS 1' - 0"
1'
- 9
1'
- 3
3'
- 0
055200.R06
AS011
Sim
AS011
25°
25°
25°
25°
25°
25°
25°
5°
R 276"
R 432"
R 252"
034500.A01
033100.A06
N2288139.7413 E6955240.4247
033100.A06
TYP.
TYP.
EQ
EQ
EQ
EQ
EQ
1' - 8"
9'
- 0
034500.A01
034500.A01
EQ. 12' - 11 7/8" EQ.
17' - 8 5/8"
EPC-1
EMP-5
055913.A01
033100.A06
7'
- 1
3' - 0" SQUARE4' - 0" SQUARE 1'
- 4
1'
- 0
033000.A05033000.A05
033000.A05
033100.A06
3'
- 0
1'
- 3
1'
- 9
4" 6"
1 3/4" 2 3/4"
9"
1"
2"
10"
R 1" 1/4" 1"
3"
SHEET NOTES:
NOTES:
KEY NOTES 00
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
As in dic ate d
AM-06
AS011
TR
EL
LIS
P
LA
N
AN
D
DE
TA
ILS
Au tho r
De sig ne r
Ch ec ke r
AS
1/8" = 1'-0"
CIRCULAR TRELLIS PLAN - 22
25'0 5' 15'
1/8"=1'-0" GRAPHIC SCALE
5'
1" = 1'-0"
TYP SITE RAMP HANDRAIL4
N
1 POSTS AT 5' MAX
2 1 1/2" OD PIPE, SEE SPECIFICATIONS FOR
FINISH
4 1" RECESS
5 SLOPE PER CIVIL DRAWINGS
6 COORDINATE WITH HARDSCAPE PATTERN
ON LH104
7 ALUMINUM PROFILE
8 REFER TO DETAIL 6/H-AE420
9 4 #5 EACH WAY AT BOTTOM
10 3 #5 EACH WAY AT BOTTOM
7'-6"5'2'-6"6"0
1/2"=1'-0" GRAPHIC SCALE
6"
3'-6"1'-6"6"0
1"=1'-0" GRAPHIC SCALE
6"
A. REFER TO SHEETS AS003 AND AS004
FOR LAYOUT OF PARKING TRELLIS
CANOPY
B. REFER TO SPECIFICATION SECTION
107326 FOR PARKING TRELLIS CANOPY
FABRICATION & ENGINEERING
C. FABRICATOR MUST FOLLOW DESIGN
INTENT OF THESE DRAWINGS
D. FOR ADDITIONAL INFORMATION ON
EXTERIOR MATERIALS SEE
SPECIFICATION SECTION 090690
E. WHERE COLOR IS SHOWN AS BEING
SPECIFIC TO ONE MANUFACTURER, AN
EQUIVALENT COLOR BY ANOTHER
MANUFACTURER MAY BE SUBMITTED
FOR APPROVAL. MANUFACTURERS AND
MATERIALS SPECIFIED ARE NOT
INTENDED TO LIMIT THE SELECTION OF
EQUAL COLORS FROM OTHER
MANUFACTURERS.
F. PROVIDE STAINLESS STEEL SCREWS
AND ANTIGALVANIC PADS OR COATING
TO SEPARATE ALL METAL EQUIPMENT
AND CONDUIT MOUNTED TO ALUMINUM
CANOPY SYSTEM
MATERIAL NOTES
033000.A05 CONCRETE FLOOR
033100.A06 CONCRETE FOOTING
034500.A01 PRECAST CONCRETE SHAPE
055200.R06 ALUMINUM TUBE HANDRAIL
055913.A01 TRELLIS FRAMING SYSTEM
1/8" = 1'-0"
CIRCULAR TRELLIS PLAN - 11
1/2" = 1'-0"
TRELLIS SECTION3
EXTERIOR COLOR SCHEDULE
EMP-5 EXTERIOR METAL PANEL, CENTRIA
SUNDANCE AM, COLOR: 9962 XL SILVER
GRAY
EPC-1 SPEC SECTION: 34500 / PRECAST LIGHT
1" = 1'-0"
SECTION5
Sy m
De sc rip tio n Da te Ap pr ov ed
MI
SC
EL
LA
NE
OU
S
CH
AN
GE
S
-0 7-
BK
H
1" = 1'-0"
TRELLIS PROFILES6
1 1
AS
057300.A03
AS012
057300.A03 TYP.34 033100.A12
033100.J01 5
10' - 0" TYP. 30' - 0" TYP.
EQ. EQ. EQ.
AS
057300.A03 TYP.3
033100.A12 4
033100.J01 5
10' - 0" TYP. 2
057300.A03 TYP.
H-AE542
SIM
2'
- 6
SHEET NOTES:
NOTES:
KEY NOTES 00
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
As in dic ate d
AM-06
AS012
SI
TE
D
ET
AI
LS
Au tho r
De sig ne r
Ch ec ke r
AS
25'0 5' 15'
1/8"=1'-0" GRAPHIC SCALE
5'
A. ARCHITECTURAL SITE PLAN PROVIDED
FOR OVERALL COORDINATION. REFER
TO CIVIL, LANDSCAPE AND
ENGINEERING SITE PLANS FOR
CONSTRUCTION DOCUMENT
INFORMATION.
B. REFER TO H-AG610 FOR EXTERIOR
SIGNAGE SCHEDULE AND H-AG506 -
H-AG508A FOR DETAILS
1 GRADE, SEE CIVIL DRAWINGS
2 TOP OF WALL, SEE CIVIL DRAWINGS
3 REFER TO 6/H-AE542
4 PROVIDE TEXTURED CONCRETE COATING
ON ALL EXPOSED SURFACES
5 REFER TO 5 & 8/H-AE521
MATERIAL NOTES
033100.A12 CONCRETE RETAINING WALL
033100.J01 CONSTRUCTION JOINT
057300.A03 STAINLESS STEEL DECORATIVE RAILING
1/8" = 1'-0"
SCREEN WALL ELEVATION1
1/8" = 1'-0"
SCREEN WALL ELEVATION2 1/8" = 1'-0"
SCREEN WALL ELEVATION3
Sy m
De sc rip tio n Da te Ap pr ov ed
MI
SC
EL
LA
NE
OU
S
CH
AN
GE
S
-0 7-
BK
H
1/2" = 1'-0"
CUP SCREEN WALL SECTION4
A
B.1 E G I K.3
1.1
27' - 7 1/2" 14' - 8 1/2" 14' - 8 1/2" 27' - 7 1/2"
2"
7 1
/2"
NCOIC PM
CHIEF PM
FORMS
RECEPT
101A
MECH (AHU)
MASK FIT
HEAR TECH
OH PROVIDER
CONF / CLASS
AUDIOBOOTH
OH EQUIP
EXAM / EKG
COMM
F TLT
M TLT
PH RN TECH
NCOIC PDH
PH RN
PDH EXAM
PH RN
IMMUNIZATION
2B
2A
WAIT
CORRIDOR
CO
RR
ID
OR
CORRIDOR
CO
RR
ID
OR
SOILED UTILITY
ELEC
100E
REF LINE
M-AE113
R
EF
L
IN
E
M -A
E1
REF LINE
M-AE113
M-AE401
JANITOR
E03A
B00D
E03A
E03A E03AE03A
E03A
2M-AE501
TYP
TYP
WORK
E03A
B00D
RECORDS
TYP
SHEET NOTES:
N
25'0 5' 15'
1/8"=1'-0" GRAPHIC SCALE
5'
1 2
3 4
KEY PLAN
M
NOTES:
KEY NOTES 00
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
8"
1' -0
AM-06
M-AE111
FL
OO
R
PL
AN
, A
RE
A
MN
H
TJ
H
PA
W
M-
AE
1 REMOVE CONCRETE SLAB IN THIS AREA TO INSTALL
OR DEMOLISH PLUMBING. REINSTALL VAPOR
BARRIER AND 6" CONCRETE SLAB. PROVIDE #4
BARS @ 18" EA. WAY & DOWEL INTO ADJACENT SLAB
WITH EPOXY GROUT. THIS IS TYPICAL IN ALL FOUR
AREAS OF THE FLOOR PLAN.
2 CURRENTLY EXISTING WALLS EXTEND TO
UNDERSIDE OF GYP BD DECK AT UNDERSIDE OF
TRUSS. THESE EXISTING WALLS NEED TO BE
UPGRADED TO BECOME SMOKE TIGHT. SHALL BE
CAULKED AND SEALED AT ALL HOLES, GAPS AND
PENETRATIONS.
3 PAINT TO MATCH WALLS
4 EMERGENCY SHOWER
A. REFER TO SHEETS GI009 AND GI010 FOR GENERAL
ABBREVIATIONS AND ARCHITECTURAL SYMBOLS
B. DIMENSIONS ARE TO COLUMN GRID, FACE OF
MASONRY OR CONCRETE, FACE OF METAL STUD
UON.
C. ALL INTERIOR PARTITIONS ARE TYPE E03A UNO. SEE
SHEETS H-AE561 THRU H-AE565 FOR PARTITION
TYPES
D. ALL DIMENSIONS FOR OPENING SIZES ARE NOMINAL
E. DIMENSIONS SHOWN FOR EXISTING BUILDING ARE
APPROXIMATE AND SHOULD BE VERIFIED. EXISTING
COLUMN LINE DIMENSION ARE FOR REFERENCE
ONLY
F. PATCH EXISTING WALLS AT ALL LOCATIONS WHERE
ADJACENT PARTITIONS ARE REMOVED.
G. PATCH CONCRETE FLOORS AT ALL PLUMBING PIPE
REMOVAL, TYP.
H. SEE M-AE501 FOR TYPICAL DETAILS WHERE NEW
AND EXISTING PARTITIONS MEET.
I. WHERE EXISTING ROOMS ARE CONVERTED TO
SMOKE TIGHT, SEAL ALL WALL PENETRATIONS.
PROVIDE NEW SMOKE SEALS AND CLOSERS AT
EXISTING DOORS.
J. PATCH WALLS AT LOCATIONS OPENED FOR
PLUMBING WORK AND WALLS WHERE SINKS
REMOVED. Sy m De sc rip tio n
Da te
Ap pr ov ed
NO
TE
R
EV
IS
IO
N
-0
7-
BK
H
1.1
CONF / CLASS
CLR02
AUDIOBOOTH
PEHS3
RECORDS
SRE01
101A
RECEPT
RECP1
EXIST MECH (AHU)
F TLT
TLTF2
EXAM / EKG
EXRG1
PDH EXAM
EXRG1
COMM
M TLT
TLTM2
NCOIC PDH
OFD01
PH RN
EYVS1
HEAR TECH
OFA03
100E
ELEC
MRS01
VISION SCREEN
LBIH1108
NCOIC PM
OFA02
CHIEF PM
OFA02
IMMUNIZATION
SRS01
FORMS/COPY
RPR01
WORK
OFA03
A
A
A
C E0
C
T0
C
L0
A5145
A5145
A5145
A5145
M0045
A5145
A5145
M
A5145
A5145
A5145
A5145
A1066 A5080
P5210 P2450 A5145
A5145
A1066 A5080
L2250
A
A
A
A
A5180A
A
E
CS150
A5080
4"
WAIT
A5
0A
102613.R01
102613.R01
102613.R01
102613.R01
10' - 10"
8'
- 1
1" 4"
M-QE200
C
Q
1'
- 3
OH PROVIDER
SRS01
A
A
A1066 A5080
A1066 A5080
A
A
A
A
PH RN
OFA03
A5145
A5145
A1066 A5080
PH RN TECH
SRE01
C S1
A5180A
C S1
A.
B.
C.
D.
SEE B4/H-QE200 FOR EQUIPMENT MOUNTING HEIGHTS
SEE A4/H-QE200 FOR TYPICAL TOILET ROOM
ELEVATIONS AND ADDITIONAL DIMENSIONS.
VERIFY LOCATION OF BULLETIN OR MARKER BOARDS
WITH RESIDENT ENGINEER PRIOR TO INSTALLATION OF
BLOCKING. PROVIDE WALL FINISH BEHIND THESE
ITEMS.
SEE SPEC SECTION 11 70 00 FOR EQUIPMENT AND
CASEWORK SCHEDULES.
LEGEND:
CATEGORY A, E AND F
CATEGORY C
CATEGORY A, CEILING MOUNTED
CATEGORY DESCRIPTION
CONTRACTOR FURNISHED AND
CONTRACTOR INSTALLED
A
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
C
GOVERNMENT FURNISHED AND
CONTRACTOR INSTALLED
E
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
F
CORNER GUARD, TYPICAL.
SEE DETAILS 9/H-QE500
HANDRAIL, TYPICAL. SEE DETAIL
10/H-QE500
E. CATEGORY C ITEMS ARE SCREENED AND
SHOWN FOR COORDINATION PURPOSES
ONLY - NOT IN CID CONTRACT
SHEET NOTES:
N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C
NOTES:
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
4"
1' -0
AM-06
M-QE111
EQ
UI
PM
EN
T
PL
AN
, A
RE
A
Au tho r
De sig ne r
Ch ec ke r
M-
QE
MATERIAL NOTES
102613.R01 HANDRAIL
Sy m
De sc rip tio n Da te Ap pr ov ed
NO
TE
R
EV
IS
IO
N
-0 7-
BK
O.3 Q S U W.9
1.1
IH OFFICE
OFD01
IH TECH
EXRG1
EH OFFICE
OFD01
ONLINE FORMS
OFA03
PDH EQUIP
SRE01
516A
TLT
TLTU1
516B
TLT
TLTU1
WATER LAB
OFA02
WATER LAB
LBWA1
EH EQUIP
SRE01
NCO EH
OFA02
INTERVIEW
OFA02
IH LAB
LBIH1
EH TECH
OFA02
MECH (BOILER)
CORRIDOR
OFA03
MECH (CHILLER)
MULTIPURPOSE
OFA03
IH EQUIP
SRE01
EH TECH
OPIR1
MECH (AHU)
A
A
A5145
A5145
CS150
C03J0
CE030
A1066
A5080
C04P0
CT070
C0044
C03H0
CE030
CE030
A
A
A
A
45 A
A
A5180A
M-QE200 3
P2000 P2450
A
E
L2210
1'
- 8
A
A
M0400
F3060
P
A.
B.
C.
D.
SEE B4/H-QE200 FOR EQUIPMENT MOUNTING HEIGHTS
SEE A4/H-QE200 FOR TYPICAL TOILET ROOM
ELEVATIONS AND ADDITIONAL DIMENSIONS.
VERIFY LOCATION OF BULLETIN OR MARKER BOARDS
WITH RESIDENT ENGINEER PRIOR TO INSTALLATION OF
BLOCKING. PROVIDE WALL FINISH BEHIND THESE
ITEMS.
SEE SPEC SECTION 11 70 00 FOR EQUIPMENT AND
CASEWORK SCHEDULES.
LEGEND:
CATEGORY A, E AND F
CATEGORY C
CATEGORY A, CEILING MOUNTED
CATEGORY DESCRIPTION
CONTRACTOR FURNISHED AND
CONTRACTOR INSTALLED
A
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
C
GOVERNMENT FURNISHED AND
CONTRACTOR INSTALLED
E
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
F
CORNER GUARD, TYPICAL.
SEE DETAILS 9/H-QE500
HANDRAIL, TYPICAL. SEE DETAIL
10/H-QE500
E. CATEGORY C ITEMS ARE SCREENED AND
SHOWN FOR COORDINATION PURPOSES
ONLY - NOT IN CID CONTRACT
SHEET NOTES:
N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C
NOTES:
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
4"
1' -0
AM-06
M-QE112
EQ
UI
PM
EN
T
PL
AN
, A
RE
A
Au tho r
De sig ne r
Ch ec ke r
M-
QE
Sy m
De sc rip tio n Da te Ap pr ov ed
NO
TE
R
EV
IS
IO
N
-0 7-
BK
IMD INSTRUCT
OFA03
OIC EDUCATION
OFA02
CHIEF HET
OFA02
NCO INSTRUCT
OFA03
STORAGE
COMC1
INSTRUCTORS
OFA03
STORAGE
SRS01
COPY/FILES
RPR01
COPY/FILES
FILE1
RECEPT
RECP1
STORAGE
ENEL01
200E
ELEC
SRSE1
CLASS
CLR01
COMP TRAINING
CLR03
CONF
CLR01
A5145
A5145
A5145
A5145
M0400
F3
M0400
F3060
5' - 2 1/2" 14' - 6"
102613.R01
102613.C12
102613.R01
102613.R01
A.
B.
C.
D.
SEE B4/H-QE200 FOR EQUIPMENT MOUNTING HEIGHTS
SEE A4/H-QE200 FOR TYPICAL TOILET ROOM
ELEVATIONS AND ADDITIONAL DIMENSIONS.
VERIFY LOCATION OF BULLETIN OR MARKER BOARDS
WITH RESIDENT ENGINEER PRIOR TO INSTALLATION OF
BLOCKING. PROVIDE WALL FINISH BEHIND THESE
ITEMS.
SEE SPEC SECTION 11 70 00 FOR EQUIPMENT AND
CASEWORK SCHEDULES.
LEGEND:
CATEGORY A, E AND F
CATEGORY C
CATEGORY A, CEILING MOUNTED
CATEGORY DESCRIPTION
CONTRACTOR FURNISHED AND
CONTRACTOR INSTALLED
A
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
C
GOVERNMENT FURNISHED AND
CONTRACTOR INSTALLED
E
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
F
CORNER GUARD, TYPICAL.
SEE DETAILS 9/H-QE500
HANDRAIL, TYPICAL. SEE DETAIL
10/H-QE500
E. CATEGORY C ITEMS ARE SCREENED AND
SHOWN FOR COORDINATION PURPOSES
ONLY - NOT IN CID CONTRACT
SHEET NOTES:
N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C
NOTES:
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
4"
1' -0
AM-06
M-QE113A
EQ
UI
PM
EN
T
PL
AN
, A
RE
A
3A
Au tho r
De sig ne r
Ch ec ke r
M-
QE
3A
MATERIAL NOTES
102613.C12 SURFACE MOUNTED RESILIENT
CORNER GUARDS
102613.R01 HANDRAIL
Sy m
De sc rip tio n Da te Ap pr ov ed
NO
TE
R
EV
IS
IO
N
-0 7-
BK
K.3
L
CLERK
OFA03
COPY
RPR01
FILE
FILE1
SIPR
SSS01
MTF EMER MNGR
OFA02
WAIT
WRC01
SEC
OFA02
A
A
102613.R01
102613.C12
102613.R01
A.
B.
C.
D.
SEE B4/H-QE200 FOR EQUIPMENT MOUNTING HEIGHTS
SEE A4/H-QE200 FOR TYPICAL TOILET ROOM
ELEVATIONS AND ADDITIONAL DIMENSIONS.
VERIFY LOCATION OF BULLETIN OR MARKER BOARDS
WITH RESIDENT ENGINEER PRIOR TO INSTALLATION OF
BLOCKING. PROVIDE WALL FINISH BEHIND THESE
ITEMS.
SEE SPEC SECTION 11 70 00 FOR EQUIPMENT AND
CASEWORK SCHEDULES.
LEGEND:
CATEGORY A, E AND F
CATEGORY C
CATEGORY A, CEILING MOUNTED
CATEGORY DESCRIPTION
CONTRACTOR FURNISHED AND
CONTRACTOR INSTALLED
A
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
C
GOVERNMENT FURNISHED AND
CONTRACTOR INSTALLED
E
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
F
CORNER GUARD, TYPICAL.
SEE DETAILS 9/H-QE500
HANDRAIL, TYPICAL. SEE DETAIL
10/H-QE500
E. CATEGORY C ITEMS ARE SCREENED AND
SHOWN FOR COORDINATION PURPOSES
ONLY - NOT IN CID CONTRACT
SHEET NOTES:
N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C
NOTES:
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
4"
1' -0
AM-06
M-QE113B
EQ
UI
PM
EN
T
PL
AN
, A
RE
A
3B
Au tho r
De sig ne r
Ch ec ke r
M-
QE
3B
MATERIAL NOTES
102613.C12 SURFACE MOUNTED RESILIENT
CORNER GUARDS
102613.R01 HANDRAIL
Sy m
De sc rip tio n Da te Ap pr ov ed
NO
TE
R
EV
IS
IO
N
-0 7-
BK
L
NCO MOBILIZ
OFA02
SECURITY MNGR
SEC01
CMD MEDCO
OFA02
SUPPLY SGT
OFA02
NCOIC PTMS
OFA02
1SGT
OFA02
A5145
A5145
A
A
A
A
A5145
A5145
A
A
A5145
A5145
311A
STAFF TLT
311B
PAT TLT
102613.R01
102613.R01
A.
B.
C.
D.
SEE B4/H-QE200 FOR EQUIPMENT MOUNTING HEIGHTS
SEE A4/H-QE200 FOR TYPICAL TOILET ROOM
ELEVATIONS AND ADDITIONAL DIMENSIONS.
VERIFY LOCATION OF BULLETIN OR MARKER BOARDS
WITH RESIDENT ENGINEER PRIOR TO INSTALLATION OF
BLOCKING. PROVIDE WALL FINISH BEHIND THESE
ITEMS.
SEE SPEC SECTION 11 70 00 FOR EQUIPMENT AND
CASEWORK SCHEDULES.
LEGEND:
CATEGORY A, E AND F
CATEGORY C
CATEGORY A, CEILING MOUNTED
CATEGORY DESCRIPTION
CONTRACTOR FURNISHED AND
CONTRACTOR INSTALLED
A
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
C
GOVERNMENT FURNISHED AND
CONTRACTOR INSTALLED
E
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
F
CORNER GUARD, TYPICAL.
SEE DETAILS 9/H-QE500
HANDRAIL, TYPICAL. SEE DETAIL
10/H-QE500
E. CATEGORY C ITEMS ARE SCREENED AND
SHOWN FOR COORDINATION PURPOSES
ONLY - NOT IN CID CONTRACT
SHEET NOTES:
N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C
NOTES:
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
4"
1' -0
AM-06
M-QE113C
EQ
UI
PM
EN
T
PL
AN
, A
RE
A
3C
Au tho r
De sig ne r
Ch ec ke r
M-
QE
3C
MATERIAL NOTES
102613.C12 SURFACE MOUNTED RESILIENT
CORNER GUARDS
102613.R01 HANDRAIL
Sy m
De sc rip tio n Da te Ap pr ov ed
NO
TE
R
EV
IS
IO
N
-0 7-
BK
O.3N
L
M O
BADGES
OFA02
CONF
CRA01
STORAGE
SRS01
WAIT
WRC01
A
A
M
A.
B.
C.
D.
SEE B4/H-QE200 FOR EQUIPMENT MOUNTING HEIGHTS
SEE A4/H-QE200 FOR TYPICAL TOILET ROOM
ELEVATIONS AND ADDITIONAL DIMENSIONS.
VERIFY LOCATION OF BULLETIN OR MARKER BOARDS
WITH RESIDENT ENGINEER PRIOR TO INSTALLATION OF
BLOCKING. PROVIDE WALL FINISH BEHIND THESE
ITEMS.
SEE SPEC SECTION 11 70 00 FOR EQUIPMENT AND
CASEWORK SCHEDULES.
LEGEND:
CATEGORY A, E AND F
CATEGORY C
CATEGORY A, CEILING MOUNTED
CATEGORY DESCRIPTION
CONTRACTOR FURNISHED AND
CONTRACTOR INSTALLED
A
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
C
GOVERNMENT FURNISHED AND
CONTRACTOR INSTALLED
E
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
F
CORNER GUARD, TYPICAL.
SEE DETAILS 9/H-QE500
HANDRAIL, TYPICAL. SEE DETAIL
10/H-QE500
E. CATEGORY C ITEMS ARE SCREENED AND
SHOWN FOR COORDINATION PURPOSES
ONLY - NOT IN CID CONTRACT
SHEET NOTES:
N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C
NOTES:
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
4"
1' -0
AM-06
M-QE114A
EQ
UI
PM
EN
T
PL
AN
, A
RE
A
4A
Au tho r
De sig ne r
Ch ec ke r
M-
QE
4A
Sy m
De sc rip tio n Da te Ap pr ov ed
NO
TE
R
EV
IS
IO
N
-0 7-
BK
O.3 Q S U W.9
OPEN OFFICE
OFA03
OPEN OFFICE
OFA03
OPEN OFFICE
OFA03
OPEN OFFICE
OFA03
M TLT
TLTM2
F TLT
TLTF2
615A
COMM
LOUNGE
SL001
CHIEF RMD
OFA02
CHIEF BUDGET
OFA02
COPY
RPR01
ASSIST
SEC01
OPEN OFFICE
OFA03
FILES
FILE1
ELEC
TLT
TLTU1
A5145
A5145
A
F3050
CT070
C04P0
C02D0
CB020
C02C0
A5080
A5145
A5145
A5145
A5145
P
P
A5
9A
A
A5
9B
A5
0A
A1
A5
1' - 4"
OPEN OFFICE
OFA03
M-QE2001
CB020
102613.C12
102613.C12
102613.R01
102613.R01102613.C12
CS150A
A.
B.
C.
D.
SEE B4/H-QE200 FOR EQUIPMENT MOUNTING HEIGHTS
SEE A4/H-QE200 FOR TYPICAL TOILET ROOM
ELEVATIONS AND ADDITIONAL DIMENSIONS.
VERIFY LOCATION OF BULLETIN OR MARKER BOARDS
WITH RESIDENT ENGINEER PRIOR TO INSTALLATION OF
BLOCKING. PROVIDE WALL FINISH BEHIND THESE
ITEMS.
SEE SPEC SECTION 11 70 00 FOR EQUIPMENT AND
CASEWORK SCHEDULES.
LEGEND:
CATEGORY A, E AND F
CATEGORY C
CATEGORY A, CEILING MOUNTED
CATEGORY DESCRIPTION
CONTRACTOR FURNISHED AND
CONTRACTOR INSTALLED
A
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
C
GOVERNMENT FURNISHED AND
CONTRACTOR INSTALLED
E
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
F
CORNER GUARD, TYPICAL.
SEE DETAILS 9/H-QE500
HANDRAIL, TYPICAL. SEE DETAIL
10/H-QE500
E. CATEGORY C ITEMS ARE SCREENED AND
SHOWN FOR COORDINATION PURPOSES
ONLY - NOT IN CID CONTRACT
SHEET NOTES:
N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C
NOTES:
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
4"
1' -0
AM-06
M-QE114B
EQ
UI
PM
EN
T
PL
AN
, A
RE
A
4B
Au tho r
De sig ne r
Ch ec ke r
M-
QE
4B
MATERIAL NOTES
102613.C12 SURFACE MOUNTED RESILIENT
CORNER GUARDS
102613.R01 HANDRAIL
Sy m
De sc rip tio n Da te Ap pr ov ed
NO
TE
R
EV
IS
IO
N
-0 7-
BK
L
M O
MTF EMER MNGR
OFA02
AMAP
OFA02
NCO TDY
OFA02
COPY
RPR01
MEPRS
OFA03
LOUNGE
SL001
CHIEF PERS
OFA02
CHIEF PTMS
OFA02
DEP CHIEF PERS
OFA02
PERS CLERK
OFA03
TLT
TLTU1
TLT
TLTU1
JAN
JANC1
FILES
FILE1
COPY
RPR01
HR
OFA02
CHIEF MNPWR
OFA02
A5145
A5145
A
80 C T0
C
P0
C
D
C B0
C
C
A
F3
A5145
A5145
A5145
A5145
A5145
A5145
A
A
A
A
A
A
A
A
A
A
PERS CLERK
OFA03
P
A
P
A5
9A
A5
A5
9B
A5
0A
A
A
P
00 A5
9A
A5
A5
9B
A5
0A
A
A
1' - 3 1/2" 1' - 3"
M-QE200
C B0
102613.R01
102613.R01
102613.R01
102613.C12 102613.C12
C S1
A
A.
B.
C.
D.
SEE B4/H-QE200 FOR EQUIPMENT MOUNTING HEIGHTS
SEE A4/H-QE200 FOR TYPICAL TOILET ROOM
ELEVATIONS AND ADDITIONAL DIMENSIONS.
VERIFY LOCATION OF BULLETIN OR MARKER BOARDS
WITH RESIDENT ENGINEER PRIOR TO INSTALLATION OF
BLOCKING. PROVIDE WALL FINISH BEHIND THESE
ITEMS.
SEE SPEC SECTION 11 70 00 FOR EQUIPMENT AND
CASEWORK SCHEDULES.
LEGEND:
CATEGORY A, E AND F
CATEGORY C
CATEGORY A, CEILING MOUNTED
CATEGORY DESCRIPTION
CONTRACTOR FURNISHED AND
CONTRACTOR INSTALLED
A
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
C
GOVERNMENT FURNISHED AND
CONTRACTOR INSTALLED
E
GOVERNMENT FURNISHED AND
GOVERNMENT INSTALLED
F
CORNER GUARD, TYPICAL.
SEE DETAILS 9/H-QE500
HANDRAIL, TYPICAL. SEE DETAIL
10/H-QE500
E. CATEGORY C ITEMS ARE SCREENED AND
SHOWN FOR COORDINATION PURPOSES
ONLY - NOT IN CID CONTRACT
SHEET NOTES:
N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
1A
KEY PLAN
M
1B 2A 2B
3A 3B
3C 4B4A
4C
NOTES:
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
4"
1' -0
AM-06
M-QE114C
EQ
UI
PM
EN
T
PL
AN
, A
RE
A
4C
Au tho r
De sig ne r
Ch ec ke r
M-
QE
4C
MATERIAL NOTES
102613.C12 SURFACE MOUNTED RESILIENT
CORNER GUARDS
102613.R01 HANDRAIL
Sy m
De sc rip tio n Da te Ap pr ov ed
NO
TE
R
EV
IS
IO
N
-0 7-
BK
V-1
034500.A03
051200.A01 092423.A01
033100.A05
EPC-1
034500.A03
EPC-1
TOP
VARIES
V-AE502
075423.A01 072200.P02
072200.R02
053000.A07
092200.D81
TOC
VARIES7
033100.V01
310000.C02
310000.C01
310000.A02
V-1
051200.A01
033100.A05
033100.A06
051200.B03
092423.A01
075423.A01
076000.M04
TOP
VARIES
V-AE502
2 SIM.
072200.P02
072200.R02 053000.A07
092200.D81
099000.A02 5
033100.G01
TOC
VARIES
310000.C02 310000.C01 310000.A02
033100.V01
031500.J05
051200.E10
051200.E01
TOC
0' - 0"
V-B
034500.A03
034500.A01
3/4
3/
4" 1/2
" 1' - 0"
8'
- 0
2' - 0"
033100.A06
079200.Q02
V-AE502
1 SIM.
9'
- 0
051200.E10 051200.E01
033100.G01033100.G01
051200.B03
051200.A02
TOC
0' - 0"
V-B
034500.A01
034500.A03
3/4
4" 1'
- 5 1/
4"
1'
- 1
0"
1/2
3/
4" 3/4
8'
- 0
079200.Q02
1' - 0" 1' - 0"
EPC-1
9'
- 0
033100.G01 033100.A06
051200.E01 051200.E10
034500.A03
3' - 6"
5'
- 0
1'
- 0
1'
- 0
2' - 10"
051200.E10
055013.T03 051200.E01
051200.B03
2' - 0"
SHEET NOTES:
NOTES:
KEY NOTES 00
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
2"
1' -0
AM-06
V-AE312
W
AL
L S
EC
TI
ON
S
PK
L
GT
S
Ch ec ke r
V-
AE
1/2" = 1'-0"
WALL SECTION 22 1/2" = 1'-0"
WALL SECTION 11
1 BEYOND
2 OPENING THROUGH PRECAST,
REFER TO ELEVATIONS
3 SEE STRUCTURAL DWGS FOR BEAM
SIZE & LOCATION
4 PROVIDE BACKER ROD & SEALANT
AT ALL PANEL JOINTS
5 APPLY COATING TO "UNFINISHED"
PRECAST SURFACES ONLY
6 UNFINISHED SIDE OF PRECAST
PANEL SHALL FACE INTERIOR
TYPICAL
7 REFER TO CIVIL GRADING PLANS
FOR FINISHED ELEVATIONS
8 TOC DATUM 0'-0" = 2522.29. FIN SLAB
SLOPES FOR DRAINAGE. REFER TO
CIVIL DRAWINGS FOR GRADING &
ADDITIONAL INFORMATION
9 STEEL DOWLS SET IN EPOXY. SIZE
AND QUANITY TO BE DETERMINED
BY CONCRETE PRECASTER.
10 6" X 3 1/2" X 3/8" STAINLESS STEEL.
11 PRECAST CONCRETE SIGN WALL.
EPC-1
12 SEE 1/V-AE502 SIM FOR
CONTINUATION
13 WF-3.5 SEE V-SB601
A. SEE SHEETS GI009 AND GI010 FOR GENERAL
ABBREVIATIONS AND ARCHITECTURAL
SYMBOLS.
B. REFER TO CIVIL DRAWINGS FOR FINISH
GRADE.
EXTERIOR FINISH SCHEDULE
EPC-1 EXTERIOR PRECAST PANEL,
GATE PRECAST KISSIMMEE, MIX
PCI 113 SANDBLAST
7'-6"5'2'-6"6"0
1/2"=1'-0" GRAPHIC SCALE
6"
MATERIAL NOTES
031500.J05 PREFORMED JOINT FILLER
033100.A05 CONCRETE FLOOR
033100.A06 CONCRETE FOOTING
033100.G01 GROUT SOLID
033100.V01 VAPOR BARRIER
034500.A01 PRECAST CONCRETE SHAPE
034500.A03 PRECAST CONCRETE WALL
PANEL
051200.A01 STEEL BEAM
051200.A02 STEEL WIDE FLANGE BEAM
051200.B03 STEEL TUBE COLUMN
051200.E01 STEEL ANGLE
051200.E10 EMBEDDED STEEL PLATE
053000.A07 STEEL ROOF DECK
055013.T03 EXPANSION BOLT
072200.P02 GLASS MAT GYPSUM
PROTECTION BOARD
072200.R02 ROOF INSULATION BOARD
075423.A01 SINGLE PLY THERMOPLASTIC
ROOFING SYSTEM
076000.M04 PARAPET COPING
079200.Q02 BACKSTOP AND SEALANT
092200.D81 FURRING CHANNEL,
HAT-SHAPED
092423.A01 STUCCO
099000.A02 TEXTURED COATING
310000.A02 FILL MATERIAL
310000.C01 CAPILLARY WATER BARRIER
310000.C02 SAND CUSHION
1/2" = 1'-0"3 WALL SECTION @ SCREENWALL
1/2" = 1'-0"4 WALL SECTION AT SCREENWALL OPENING
1/2" = 1'-0"5 RAISED FOUNDATION
Sy m
De sc rip tio n Da te Ap pr ov ed
MI
SC
EL
LA
NE
O U
S
CH
AN
GE
S
-0 7-
BK
P-A
P-B
P-C
P-4 P-3 P-1
40' - 8"
6'
0"
0"
91' - 0"
WF-4.0
W F-
2.
W F-
4.
WF-2.0
WF-2.0
W F-
4.
50' - 4"
REF LINE
P-SB102
WF-2.0
WF-2.0W
F-
2.
W F-
2.
W F-
2.
SJI
SJI
SJI
SJI
SJI
SJI
SJI
SJI SJI
SJI
SJI
SJI
SJI
SJI
SJI
SJI
SJI
SJI SJI
SJI
SJI
SJI
SJI SJI
SJI
SJI
SJI
SJI SJI
SJI
SJI
SJI
SJI SJI
SJI
SJI
SJI
SJI
SJI SJI
SJI
SJI
SJI
SJI SJI SJI SJI
SJI
SJI
SJI SJI
SJI
SJI
SJI
SJI
SJI SJI SJI SJI
SJI SJI SJI
SJI SJI SJI SJI
SJI SJI SJI
F-7.0 F-7.0 F-7.0
F-7.0
F-7.0
F-7.0
F-7.0
F-7.0F-7.0F-7.0F-6.0X11.0
SJI SJI
SIM
N.3
8.5 9.2 10.1 11 12
P-SB503
P-SB501
P-SB501
P-SB501
P-SB503
P-SB503
P-SB501
P-SB503
P-SB503 2
P-SB503
P-SB501
9'
/2
HSS8X8X3/8
F-5.0
HSS8X8X3/8
F-5.0
HSS8X8X3/8
F-5.0
HSS8X8X3/8
F-5.0
P-SF401
TC-1
TC-1
TC-1
TC-1
1' - 6 1/2"13' - 4"
TC-1
TC-1
TC-1
TC-1
TC-1
TC-1
TC-1
TC-1
SF
-2
'-0
SF
-2
'-0
SF
-2
'-0
SF
-2
'-0
SF
-2
'-0
P-SB503
P-SB503
P-SB503
SF -2'-0"
SF -2'-0"
SF -2'-0"
SF -2'-0"
SF -2'-0"
T/FTG
-4'-0"
T/FTG
-6'-0"
T/FTG
-8'-0"
T/FTG
-10'-0"
T/FTG
-12'-0"
T/FTG
-12'-0"
P-SF401
2 ABOVE
W F-
2.
WF-2.0
F-6.0X11.0 F-7.0
F-7.0
F-7.0
F-7.0 F-7.0
16' - 5 1/2" 5' - 0" 9' - 9" 9' - 9" 9' - 9" 8' - 5 1/2"
1'
3" 9'
0"
9'
0" 1'
3"
6' - 8 1/2" 5' - 0"
8 8
8 8
8 8
8 8
TC-1
9C-1 F-4.0
(TYP 12 LOCATIONS)
TC-1
P-SB502
P-SB502
P-SB502
M J
M J
MJ
MJ
MJ
MJ
MJ
SIM
T/FTG
-6'-0"
P-SB503
P-SB502
P-SB503
P-A.8
P-A.3
WF-2.0
P-SB503
P-SB503
P-SB503
(TYP 9
LOCATIONS)
A.
B.
C.
D.
E.
F.
SEE SG000 SERIES FOR STRUCTURAL
NOTES, ABBREVIATIONS AND SYMBOLS.
SEE SB500 SERIES FOR FOUNDATION
SECTIONS AND DETAILS.
SEE SF600 SERIES FOR SCHEDULES AND
DIAGRAMS.
COORDINATE SLAB RECESSES, FINISHES,
JOINTS, ETC. w/ ARCH DRAWINGS.
COORDINATE FOUNDATIONS WITH OTHER
TRADES. STEP OR SLEEVE FOUNDATIONS
AS NEEDED, SEE SB500 SERIES.
DIMENSIONS ARE TO COLUMN GRID, FACE
OF MASONRY OR CONCRETE, OR
CENTERLINE OF STRUCTURAL STEEL, UNO.
0'-0" (REF) = 2508.33' (ACTUAL)
T/SLAB (TYP UNO)
-2'-0"
T/FTG (TYP UNO)
6" CONCRETE SLAB REINF w/ #4 @ 12" OC
EW OVER DAMP 2" PROTECTIVE SAND
CUSHION AND 15 MIL POLY SHEET VAPOR
RETARDER OVER 4" CAPILLARY WATER
BARRIER ON COMPACTED SUBGRADE.
8" CMU WALL GROUT SOLID & REINF w/ #6 @
24" OC VERT & MATCHING DOWEL AT
CORNERS, INTERSECTIONS AND EACH SIDE
OF WALL OPENINGS AND BOND BEAMS w/
#5 @ 40" OC HORIZ. PROVIDE POURED
CONC BOND BEAM @ 14'-8". SEE DETAIL 7/P-
SF505. COORDINATE w/ PRECAST PANEL
ELEVATION.
16"x16" REINFORCED CONCRETE COLUMNS
C-1 SUPPORTING PRECAST PANELS. TOP
OF COL = 14'-0".
8" CMU WALL REINF w/ #5 @ 48" OC VERT &
MATCHING DOWEL AT CORNERS,
INTERSECTIONS AND EACH SIDE OF WALL
OPENINGS AND #5 @ 48" OC HORIZ.
8" (ACTUAL DEPTH) CONC SLAB REINF w/ #6 @ 10" OC EW OVER 20'-0"x8'-0"x12'-0" DEEP
SUMP PIT. SEE 6 & 7/P-SB503 COORDINATE
OPENING SIZES AND LOCATIONS w/MEP.
3'-0" x 3'-0" x 2'-0" SUMP. DETAIL 9/P-SB501
SIMILAR.
EQUIPMENT PAD TYPE A PER DETAIL
2/P-SB502.
EQUIPMENT PAD PER TYPE D PER DETAIL
2/P-SB502.
COOLING TOWER SUPPORT LOCATIONS TO
BE COORDINATED w/ MEP &
MANUFACTURER REQUIREMENTS. SEE
DETAIL 2/P-SF505.
TC-1: CONCRETE TIE COLUMN SEE DETAIL
6/P-SB502 AND 3/P-SF601.
SEE CIVIL FOR COORDINATES AT
GRIDLINES PA-P4.
MJ: MASONRY JOINT, SEE DETAIL 4/P-SB502.
KEY NOTES:
12" CONCRETE PAD FOR PIPE SUPPORTS,
REINF w/ #6 @ 12" OC EACH WAY T&B. SEE
DETAIL 2/P-SB502 SIMILAR. COORDINATE
LOCATIONS AND SIZES w/ MEP.
N
25'0 5' 15'
1/8"=1'-0" GRAPHIC SCALE
5'
KEY PLAN
P
SHEET NOTES:
NOTES:
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
8"
1' -0
AM-06
P-SB101
LE
VE
L 1 , Z
ON
E
1 - F
OU
ND
AT
IO
N
AN
D
SL
AB
O
N
GR
AD
E
PL
AN
SV
W
AJ
W
SL
S
P-
SB
Sy m
De sc rip tio n Da te Ap pr ov ed
MI
SC
EL
LA
NE
OU
S
CH
AN
GE
S 1-
-1
BK
H
AD
DE
D
NO
TE
-0 7-
BK
H
BASE PLATE
HSS 10x10
COLUMN DIAMETERANCHORS HOLE MIN WASHER
DIAMETER
BASE PLATE SCHEDULE
PL-1 1/2"x18"x18" (4) 1 1/4"DIA 2 1/16" 2 7/8"
TO
A
B 4"
C
LR
COL
SEE PLAN & SCHED FOR SIZE & REINF
6'' P
RO
J
SE
E
FT
G
SC
HE
D
SEE SCHEDULE
BASE PLATE,
6" MIN CLR
COL BLOCKOUT (SEE PLAN)
1 1 /2'
1 1/2''
2'' NON-SHRINK GROUT
SEE PLAN
T/FTG
SEE PLAN
T/SLAB
3" CLR
3'' C
LR
F1554, 36 KSI THRD ROD ANCHORS
SEE SCHEDULE
PROVIDE ZINC COATING
ON ALL STEEL. SEE NOTE
S-11 ON SHEET P-SG002
1/4
HEAVY
HEX NUT
HOLE, SEE SCHEDULE
HEAVY HEX NUT & 3/8'' PL WASHER (T&B),
SEE SCHEDULE FOR SIZEFILL SOLID w/
CONCRETE UNO
C L I
C L I tw
"tw" SAME
AS COL
THICKNESS
TACK NUT
TO THRD
ROD
HSS 8x8 PL-1 1/2"x16"x16" (4) 1"DIA 1 13/16" 2 3/8"
COMPACTED SUBGRADE
2" PROTECTIVE SAND
CUSHION
4" CAPILLARY WATER
BARRIER
HSS 4x4 PL-3/4"x12"x12" (4) 3/4"DIA 1 5/16" 1 7/8"
2" C
LR
VAPOR
RETARDER
#4 BOT EW @ 12" OC
GRADE, SEE ARCH & CIVIL
CHAMFER
#5 EW T&B @ 12" OC
#3 EW @ 8" OC MAX
LIMITS OF
EQUIPMENT
BLDG SLAB
LIMITS OF
EQUIPMENT
CHAMFER
EXP JT MATERIAL
LIMITS OF
EQUIPMENT
ON SLAB
ISOLATED GENERATOR PAD
AT GRADE
A
B
C
SE
E
PL
AN
6" UN
O
12" UNO
CT
R
SE
E
PL
AN
3" C
LR
UN
O
0'
- 6
6" MIN
6" MIN
0'
- 8
3" C
LR
0' - 8"
UN
O
0'
- 6
1'
- 0
COMPACTED
SUBGRADE
2" PROTECTIVE
SAND
CUSHION
4" CAPILLARY
WATER
BARRIER
#3 EW @ 8" OC MAX
LIMITS OF
EQUIPMENT
BLDG SLAB
CHAMFER
ON SLABD
SE
E
PL
AN
4" UN
O
6" MIN
CT
R
COMPACTED
SUBGRADE
2" PROTECTIVE
SAND
CUSHION
4" CAPILLARY
WATER
BARRIER
2'
0"
VAPOR RETARDER
VAPOR RETARDER
#3 @ 12" OC
@ PERIMETER
#3 @ 12" OC
@ PERIMETER
STD 90° HK
#4 TIES FOR #11 BAR OR LARGER
#3 TIES FOR ALL OTHER BARS
MAX SPACING = LEAST COLUMN
DIMENSION OR:
10" OC MAX FOR #5 BARS
12" OC MAX FOR #6 & #7 BARS
16" OC FOR #8 BARS OR LARGER
NOTE: ALL COL VERTS SHALL
BE SHOP OFFSET BENT, EVEN IF
COL SIZE DOES NOT CHANGE.
SLOPE OF INCLINED PORTION SHALL
NOT EXCEED 1 IN 6. WHERE OFFSET
EXCEEDS 3" SEPARATE DOWELS
SHALL BE PROVIDED.
2" C
LR
SP
AC
ES
TY
P
TI
E
SP
AC
IN
G
2- 1/2
3"
EQ
EQ
1/2
T
YP
T
IE
S P
LA
P, S
EE
S
CH
ED
MATCHING DWL.
1"
3" 3"
SC
HE
D
SE
E
PL
AN
3" C
LR3" CLR
SEE PLAN & SCHED FOR SIZE & REINF
T/ COL
SEE PLAN
T/ FTG
SEE PLAN
PROVIDE PLASTIC SPACER OR
SLAB BOLSTER (4 SIDES) AT
TOP OF LAP & AT TOP OF FORM
TERMINATE COL REINF
w/STD 90DEGREE HOOK
C-1 16"x16"
8-#7 VERT
2-#3 TIES
"B" BARS T & B
FTG REINF
RW-1
(h) MAXMARK W tL1 A B b VERT
REINF
"A" BARS T & B
VERT REINF w/ MATCHING DWL
SEE ARCH FOR
SCORES/REVEALS
VERT REINF
WEEPHOLES AND/OR GRAVEL
& DRAINAGE PIPE, SEE CIVIL
CONTR TO EXERCISE CARE
AND/OR PROVIDE BRACING
TO PREVENT OVERLOADING
WALL DURING BACKFILL
OPERATION
2x4 CONT
KEYWAY
T/WALL
SEE PLAN
RETAINING WALL SCHEDULE
"W" "L1" "b" 3" CLR
2" CLR
LA
P
PE
R
SC
HE
D
2" C
LR
3"
C
LR
T/FTG
SEE PLAN
"t" h (
MA
X)
CO
OR
D w/ C
IV
IL
FO
R
LO
CA
TI
ON
S 1'
-6 " M
IN
-6" MIN, 3'-6" MAX (COORD
w/ CIVIL & ARCH)
SEE CIVIL FOR
GRADES @ HIGH SIDE
SEE CIVIL FOR
GRADES @
LOW SIDE
3'-0" 4'-0" 12"8" 8" #5@12" (#4@12" OC HORIZ)#5@12" 4-#4
3/4" CHAMFER (TYP)
h = GRADE DIFFERENTIAL FROM HIGH TO LOW SIDES.
3/8"x1" VERT JT ES
OF TIE BEAM
REINF CONT @ CONTROL JT
IN CONC TIE BEAM
REINF FILLED CELL ES
OF JT w/ 1-#5 VERT
KEEP JT FREE OF DEBRIS
DURING CONST
BACK-UP ROD AND
CAULK PER ARCH
STOP REINF IN
KNOCK-OUT BLK BM
1''
MJ
3/8'' JT
NOTE: 30'-0'' OC (MAX) TYP-UNO
STOP JT REINF
ON ES OF JT
MJ
3/8'' JT
3/8'' JT
AT TIE BM/BM
AT LINTEL BLOCK BM
AT FOUNDATION
NOTE:
EXTEND COL TO
UPPERMOST TIE BM &
TERM REINF w/ STD
HK 6" FROM T/BM
4-#6 VERT w/
#3 TIES @ 8" OC
STD 90° HK
DWLS TO MATCH
COL REINF w/
2-#3 TIESTURN 1/2 BLK
ON EDGE
EVERY 2ND
COURSE
PROVIDE SLAB BOLSTER
OR PLASTIC SPACER
4 SIDES (AT TOP &
MID-HT) MIN TO
MAINTAIN REQD
CONC COVER
1' - 4"
0'
- 8
" 0' - 1 1/2" CLR TO TIES - TYP
LA
P, S
EE
S
CH
ED
WALL FTG COL FTG, SEE PLAN
T/FTG
SEE PLAN
TC-1
T/FTG
SEE PLAN
ARCHITECTURAL
PRECAST, SEE ARCH
FOR SIZE & REINF
SEE PLAN & SCHED
GROUT SOLID
BELOW GRADE
POURED CONC AT
STEEL CONN,
PROVIDE MIN 4"
COVER FOR STEEL
SEE ARCH
T/PRECAST
C L I
GRADE OR
PAVEMENT,
SEE CIVIL
SEE DETAIL 1/P-SB503
FOR TYP CONN AT FTG.
ONE PER PANEL
GROUT SOLID
BELOW GRADE
3/16
TYP ARCH
SEE
COL
ARCH
SEE
L-6x3 1/2x5/16x0'-4"
LONG (LLH), ONE
PER PANEL
HSS COL, SEE PLAN
EMBED BY
PRECAST MFR
SEE DETAIL
1/P-SB502
FOR BASE PL
& ANCHORS
3/16
TYP
SC
H
ED
SE
E
FT
G
3" CLR TYP
3" C
LR
2"
C
LR
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
3/
4"
1' -0
AM-06
P-SB502
FO
UN
DA
TI
ON
S
EC
TI
ON
S
AN
D
DE
TA
ILS
SV
W
AJ
W
SL
S
P-
SB
3/4" = 1'-0"
HSS COLUMN/FTG DETAIL1
3/4" = 1'-0"
TYP EQUIPMENT SUPPORT PADS2
3/4"=1'-0" GRAPHIC SCALE
6" 0 4'-0"1'-0" 2'-0"
NO SCALE
CONCRETE COLUMN DIAGRAM3
3/4" = 1'-0"
RETAINING WALL DETAIL5
3/4" = 1'-0"
MASONRY JOINT (MJ) DETAIL4
3/4" = 1'-0"
TYP TIE COLUMN DETAIL6 3/4" = 1'-0"
SECTION AT PRECAST COLUMN WRAP7
Sy m
De sc rip tio n Da te Ap pr ov ed
AD
DE
D
RE
BA
R
-0
7-
BK
H
FF
0' - 0"
TO STEEL
10' - 0"
13 P-AE527
074213.A04C
TO PARAPET
11' - 10"
1/2" / 12"
P-AE525
P-AE525
P-AE502
076000.U01 076000.U02
092900.B01C 054000.D06C 072713.A01
033100.A08
061000.C11
054000.D06C 076000.M04
P-AE525
054000.D04C
033100.V01
P-AE527
074213.A04C
075423.A01
FUEL PUMP
P1135
P-AE542
310000.A02 310000.C01
310000.C02
TO PANEL
36' - 10"
074213.A04C
075423.A01
SIM
11 1/4"
FF
0' - 0"
TO PRECAST
29' - 0"
TO STRUCTURE
26' - 0"
TO LOUVER
18' - 0"
074213.A04C
054000.D06C
092900.B01C
072713.A01
092900.B01C
P-AE527
P-AE503
P-AE542
033100.V01
75°
OPH
GENERATORS
P1134
310000.A02
310000.C01
310000.C02
P-F
P-AE542
076000.M04
075423.A01
051200.A06 089100.A01
P-AE542
6 SIM
FF
0' - 0"
P-C
TO PRECAST WALL
14' - 0"
034500.A03
P-AE501
TYP
H-AE504
310000.C01 19
SHEET NOTES:
NOTES:
KEY NOTES 00
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
3/
8"
1' -0
AM-06
P-AE312
W
AL
L S
EC
TI
ON
S
Au tho r
De sig ne r
Ch ec ke r
P-
AE
3/8" = 1'-0"
WALL SECTION 66
3/8" = 1'-0"
WALL SECTION 77
MATERIAL NOTES
033100.A08 CONCRETE CURB
033100.V01 VAPOR BARRIER
034500.A03 PRECAST CONCRETE WALL
PANEL
051200.A06 STEEL TUBE
054000.D04C STEEL STUD 4"
054000.D06C STEEL STUD 6"
061000.C11 PRESSURE TREATED WOOD
BLOCKING
072713.A01 SELF-ADHERED MEMBRANE AIR
BARRIER
074213.A04C FACTORY INSULATED WALL
PANEL 2" THICK
075423.A01 SINGLE PLY THERMOPLASTIC
ROOFING SYSTEM
076000.M04 PARAPET COPING
076000.U01 GUTTER
076000.U02 DOWNSPOUT
089100.A01 EXTRUDED ALUMINUM WALL
LOUVER
092900.B01C GYPSUM BOARD, GLASS MAT
FACED 5/8"
310000.A02 FILL MATERIAL
310000.C01 CAPILLARY WATER BARRIER
310000.C02 SAND CUSHION
1 PRECAST CONCRETE WALL BEYOND
2 R-25, UNDER ROOF PROTECTION BOARD
3 CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS
4 2" SAND CUSHION ON VAPOR BARRIER
5 4" GRAVEL
6 GENERATOR EXHAUST PIPE. EXTEND BEYOND
PRECAST PANEL
7 METAL WALL PANEL (BEYOND)
9 SEALANT AND CLOSURE PANEL BY METAL PANEL
MANUFACTURER.
10 STRUCTURAL COLUMN BEYOND
11 FLOOR TRENCH WITH COVER
12 SILL PAN WITH END DAMS
13 CONCRETE SIDEWALK
14 CONCRETE EQUIPMENT PAD
15 SEE MECHANICAL DRAWINGS FOR AIR INTAKE AND
BLANK OFF PANEL LOCATIONS.
16 16" 0C
17 GRAVEL, SEE CIVIL DRAWINGS
18 LGHT FIXTURE, SEE ELECTRICAL DRAWINGS
19 1" DIA DRAINAGE HOLES AT 8'-0" OC ALONG EAST
WALL
A. REFER TO SHEETS GI009 AND GI010 FOR GENERAL
ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B. REFER TO CIVIL DRAWINGS FOR FINISH GRADE
C. PARAPET DIMENSIONS ON THIS SHEET ARE TO TOP
OF CMU OR METAL PANEL. COPING AND NAILERS
OCCUR ABOVE THIS DIMENSIONED HEIGHT.
D. COORDINATE STRUCTURAL CONNECTIONS OF
PRECAST CONCRETE PANELS WITH CMU.
CONNECTIONS VARY BY MANUFACTURER.
E. REFER TO PRECAST ELEVATIONS FOR REVEAL
LOCATIONS
F. SEE GENERAL NOTES ON P-SG001 AND P-SG002
INCLUDING NOTES ON SHALLOW FOUNDATIONS AND
OVEREXCAVATING.
3/8"=1'-0" GRAPHIC SCALE
1'01' 3' 6' 10'
3/8" = 1'-0"
WALL SECTION 88
Sy m
De sc rip tio n Da te Ap pr ov ed
MI
SC
EL
LA
NE
O U
S
CH
AN
GE
S 1-
-1
BK
H
MI
SC
EL
LA
NE
O U
S
CH
AN
GE
S
-0 7-
BK
H
033100.A01
033100.V01
TRENCH
- 2' - 0"
BOTTOM OF
2' - 0" (NOT TO SCALE)
LEVEL 1
0' - 0"
031500.J07
055013.W21
071700.A01
051200.E01
033100.A05033100.A05
055013.W35 (36" X 36")
FF
0' - 0"
0"
1' - 0"
3'
- 0
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
042000.A01
031500.J07
071700.A01
6"
067133.A01
SIM
P-AE502
067133.A01
067133.A01
055013.W35
BO SUMP
VARIES
H-AE518
033100.G01
P-AE502
1'
- 8
067133.A01
055013.W35
3' - 0" CLEAR
093000.V01 093000.W01 220070.C01
093000.C05
093000.V01
2"
SHEET NOTES:
NOTES:
KEY NOTES 00
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
As in dic ate d
AM-06
P-AE502
MI
SC
EL
LA
NE
OU
S
DE
TA
ILS
Au tho r
De sig ne r
Ch ec ke r
P-
AE
1 NOT USED
2 TOP LADDER REQUIRED AT ALL FLOOR HATCH
LOCATIONS
3 WELL IS 33' DEEP UNDER PUMP HOUSE
4 NOT USED
5 RECESSED FLOOR SLAB IN BATHROOM AND
SHOWER. SEE ALSO STRUCTURAL DRAWINGS.
6 ANCHOR STRAPS BY DOOR SUPPLIER
7 WRAP WITH FILTER FABRIC AND SECURE WITH SS
WIRE
8 WITH INTEGRAL WEEPS
9 WALL BEYOND
10 SEE 2/P-AE503 FOR SHOWER VALVE (ABOVE)
DETAIL
11 CENTER LADDER INSIDE HATCH. ALIGN WITH
LADDER ABOVE.
12 SEE FINISH SCHEDULE FOR HEIGHT OF TILE
13 SLOPE FLOOR TO DRAIN
14 MUD SLAB
3" = 1'-0"
TRENCH DETAIL3
MATERIAL NOTES
031500.J07 WATERSTOP
033100.A01 CAST-IN-PLACE CONCRETE
033100.A05 CONCRETE FLOOR
033100.G01 GROUT SOLID
033100.V01 VAPOR BARRIER
042000.A01 MASONRY UNIT
051200.E01 STEEL ANGLE
055013.W21 ALUMINUM TRENCH COVER
055013.W35 ALUMINUM FLOOR HATCH
067133.A01 FRP LADDER
071700.A01 BENTONITE WATERPROOFING
SYSTEM
093000.C05 MARBLE THRESHOLD
093000.V01 WATERPROOF MEMBRANE
093000.W01 REINFORCING WIRE FABRIC
220070.C01 SHOWER FLOOR DRAIN
3" = 1'-0"
FLOOR HATCH DETAIL2
1" = 1'-0"
LADDER DETAIL4 1" = 1'-0"
LADDER PLAN DETAIL5
1'-0"0
1"=1'-0" GRAPHIC SCALE
6" 2'-0"3" 4'-0"
15"10"5"2"
3"=1'-0" GRAPHIC SCALE
01"
3" = 1'-0"
RECESSED SHOWER DETAIL6
A. REFER TO SHEETS GI009 AND GI010 FOR GENERAL
ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B. DIMENSIONS ARE TO COLUMN GRID, FACE OF
MASONRY/ CONCRETE/PRECAST, FACE OF METAL
STUD
C. ALL ACT THIS BUILDING 9'-0" AFF UON.
D. ALL GYP BD. CEILINGS AND SOFFITS THIS BUILDING
8'-6" AFF UON.
E. SEE SHEET H-AE521 FOR TYPICAL SEALANT AND
DRAIN INSTALLATION REQUIRED ON ALL PRECAST
PANELS
Sy m
De sc rip tio n Da te Ap pr ov ed
MI
SC
EL
LA
NE
O U
S
CH
AN
GE
S 1-
-1
BK
H
NO
TE
C
HA
NG
E
-0
7-
BK
H
075423.A01
076000.H20
075423.Q02
055013.A02
055100.R43
055013.Z02
055013.X04 8
6"
4"
072200.P02
8" M
IN
IM
UM
10072200.R02MI
N4"
" C
LE
AR
A T
SO
LA
R
PA
NE
L S
UP
PO
RT
051200.A01
076000.Z04
076000.Z04
055013.E06
220070.C31
079200.Q01
053000.A07
072200.R02
072200.P02
MI
N4"
075423.Q02
076000.Z04
076000.Z04
8" M
IN
IM
UM
075423.A01
076000.Z02
075423.Q02
079200.Q01
079200.Q01
055013.Z02
9"
072200.P024"
10072200.R02
075423.A01
075423.H11
077200.A01
" M
IN
055100.A01
053000.A07 072200.R02
077200.R01
072200.P02
079200.Q02
055013.E03
055013.E06 15
SHEET NOTES:
NOTES:
KEY NOTES 00
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
As in dic ate d
AM-06
P-AE522
RO
OF
D
ET
AI
LS
Au tho r
De sig ne r
Ch ec ke r
P-
AE
1 SEE 3/P-SF505 FOR CONNECTIONS
2 3" DIA., GALVANIZED
3 ROLL PIPE FLASHING OVER TOP & FOLD DOWN INTO
PIPE EVENLY.
4 6" MIN. METAL FLANGE SET IN COMPATIBLE FULL
BED OF ROOFING SEALANT OVER BASE PLY (LAP
CAP SHEET OVER FLANGE).
5 FACTORY MOLDED PIPE BOOT FLASHING
6 REFER TO ELECTRICAL DOCUMENTS FOR CONDUIT
MOUNTING CONDITIONS AND LOCATIONS TYP.
7 CIRCULAR PLATE WELD TO PIPE TOP & GRIND
EDGES SMOOTH.
8 STAINLESS STEEL.
10 R-25 MINIMUM, CONTINUOUS
11 DRAW BAND
12 ONLY REQUIRED AT ROOF FLUE DETAIL 2/P-AE523
13 SEALANT ALL AROUND
14 4'-0" X 4'-0" ROOF SCUTTLE, TYPICAL.
15 CONTINUOUS PLATE SURROUND 3/16"X5" HIGH
16 ANGLE FRAME SURROUNDS OPENING. SEE
STRUCTURAL DRAIWNGS.
17 SEE 6/H-AE546 FOR AXONOMETRIC VIEW
MATERIAL NOTES
051200.A01 STEEL BEAM
053000.A07 STEEL ROOF DECK
055013.A02 STEEL PIPE
055013.E03 CONTINUOUS STEEL ANGLE
055013.E06 STEEL PLATE
055013.X04 GUY CABLES
055013.Z02 STAINLESS STEEL EYEHOOK
055100.A01 STEEL STAIR
055100.R43 PLATE CLOSURE, WELD AND
GRIND SMOOTH
072200.P02 GLASS MAT GYPSUM
PROTECTION BOARD
072200.R02 ROOF INSULATION BOARD
075423.A01 SINGLE PLY THERMOPLASTIC
ROOFING SYSTEM
075423.H11 THERMOPLASTIC BASE
FLASHING
075423.Q02 MASTIC SEALANT
076000.H20 PIPE FLASHING
076000.Z02 SHEET METAL COLLAR
076000.Z04 CLAMPING RING
077200.A01 ROOF HATCH
077200.R01 ROOF ACCESS RAILING SYSTEM
079200.Q01 JOINT SEALANT
079200.Q02 BACKSTOP AND SEALANT
220070.C31 VENT PIPING
15"10"5"2"
3"=1'-0" GRAPHIC SCALE
01"
30"20"10"2"0
1 1/2"=1'-0" GRAPHIC SCALE
2"
3" = 1'-0"
EQUIPMENT SUPPORT / TIE DOWN/
PANELSUPPORT1
3" = 1'-0"
PLUMBING PIPE PENETRATION2
3" = 1'-0"
SMALL PIPE PENETRATION3 1 1/2" = 1'-0"
ROOF ACCESS HATCH5
A. REFER TO SHEETS GI009 AND GI010 FOR GENERAL
ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B. DIMENSIONS ARE TO COLUMN GRID, FACE OF
MASONRY/ CONCRETE/PRECAST, FACE OF METAL
STUD
C. ALL ACT THIS BUILDING 9'-0" AFF UON.
D. ALL GYP BD. CEILINGS AND SOFFITS THIS BUILDING
8'-6" AFF UON.
E. SEE SHEET H-AE521 FOR TYPICAL SEALANT AND
DRAIN INSTALLATION REQUIRED ON ALL PRECAST
PANELS
Sy m
De sc rip tio n Da te Ap pr ov ed
MI
SC
EL
LA
NE
O U
S
CH
AN
GE
S
-0 7-
BK
H
M
WATER TREAT
P1102
GAS
P1103
GAS
P1104
P-1P-3
P-A
P-B
P-2
FS-1
FS-1
FS-1
FD-3
FD-3
FS-1
6"
6"
LP
LP
FS-1
FS-1
FCO
6"
6"
3"
3"
4"
3/4" 3/4" 1/2"
EW-2
RO
1.1
RO
1.2
2 1/2"
2"
1 1/4"
EW-2
PP6220
PP6220
PP6022
ETP
P1.1
6"
6"
CF
1.1
CF
1.2
CF
1.3
6" 6"
1/2" 1/2"
1/2"
3/4"
LP
R O
RO
R O
R O
RO
SHEET NOTES:
NOTES:
KEY NOTES 00
Sheet Reference Number
C O
R
PS
O F
EN
G
IN
EE
R S
D
EP
AR
TM
EN
T
O F
TH
E
AR
M
Y
SA
C
R
AM
EN
TO
, C
AL
IF
O
R N
IA
FO
R
T
IR
W
IN
C
AL
IF
O
R N
IA
D es ig ne d by
D ra w n by
D es ig n fil e no
D at e:
R ev ie w ed b y:
S ub m itt ed b y:
Fi le n am e:
S pe c N o:
D ra w in g C od e:
P lo t d at e:
D w g sc al e:
R ev
IF SHEET MEASURES LESS THAN 22" X 34" IT IS A
REDUCED PRINT. REDUCE SCALE ACCORDINGLY
FO
R
T
IR
W
IN
H O
S P
IT
AL
R
EP
L A
C
EM
EN
T
4 3 2 1
C
B
A
SHEET OF 1985
Sacramento District
8-
- 0
D
EC
EM
BE
R, RO
N
W . L
OW
RY
I52 1-
1/
4"
1' -0
AM-06
P-PP4001
EN
LA
RG
ED
P
LA
NS
PL
UM
BI
NG
AL
B
TC
C
MJ
T
P-
PP
1/4" = 1'-0"
ENLARGED PLANS - PLUMBING1
1 WATER TREATMENT FUTURE BYPASS.
2 36" x 36" x 24" BLOWDOWN/BACKWASH SUMP.
3 LP EMERGENCY CONNECTION. PROVIDE DOUBLE
CHECK FILLER VALVE.
4 CHEMICAL INJECTION PIPING. REFER TO DIVISION
22 SPECIFICATIONS.
5 MEDICAL GAS EQUIPMENT.
6 CHILLER.
7 HVAC PUMP PACKAGE.
8 3/4"SHW UP TO SOLAR ARRAY.
9 LP METER CAPABLE OF READING 19,000 MBTUH.
10 LP REGULATOR. INLET PRESSURE = 10 PSIG,
OUTLET PRESSURE = 2 PSIG, FLOW = 7,200 CFH.
A REFER TO PP5000 SERIES SHEETS FOR
DETAILS, PP6000 SERIES SHEETS FOR RISER
DIAGRAMS, PP7000 SERIES SHEETS FOR
SEQUENCES, AND PP8000 SERIES SHEETS FOR
SCHEDULES.
N
1/4"=1'-0" GRAPHIC SCALE
15'10'5'1'01'
KEY PLAN
P
Sy m
De sc rip tio n Da te Ap pr ov ed
RE
VI
SE
D
PI
PI
N G
-0 7-
BK
H
RC-16 FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH
SIDE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, THE
SOIL CAN BE USED AS AN EARTH FORM PROVIDED OVERALL
FOOTING WIDTH IS INCREASED 4", AND CODE COVER INCREASED
BY 2”. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM
EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE.
RC-17 USE THE STRUCTURAL DRAWINGS, INCLUDING REVISIONS AND
ADDENDA, IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS
FOR PLACEMENT OF REINFORCING.
RC-18 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS
INDIVIDUALLY. CORE DRILLING SHALL NOT BE PERMITTED. SUBMIT
LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO
CONTRACTING OFFICER FOR REVIEW PRIOR TO CASTING
CONCRETE.
RC-19 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE
INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS.
RC-20 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR
TO CONCRETE PLACEMENT.
RC-21 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL
CONFORM TO ACI 318 (6.3).
RC-22 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL
VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP
OF COLUMN OR WALL CONCRETE TO 6'-0". IN SLABS, BEAMS,
FOOTINGS, ETC., LIMIT FREE FALL DROP TO 3'-0". ALL
PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF
CONCRETE DURING PLACEMENT.
RC-23 WEDGE BOLTS SHALL CONFORM TO THE REQUIREMENTS OF THE
LATEST ACI 355.2 AND PROVIDE THE FOLLOWING ALLOWABLE
LOADS FOR 4-3/4" EMBEDMENT DEPTH IN 4000 PSI CONCRETE:
TENSION 5.2K, SHEAR 5.4K. INSTALLATION SHALL BE BY QUALIFIED
RC-24 ADHESIVE ANCHORS SHALL CONFORM TO THE LATEST ACI 355.4
AND PROVIDE THE FOLLOWING MINIMUM STRENGTHS FOR 3/4" DIA
A307 THREADED ROD: CRACKED CONCRETE BOND STRENGTH OF 710
PSI. INSTALLATION SHALL BE BY QUALIFIED PERSONNEL AND
INSTALLATION SHALL BE IN ACCORDANCE WITH THE
RC-25 HEADED STUD ANCHORS AND STUD WELDING SHALL CONFORM
TO AWS D1.1 “STRUCTURAL WELDING CODE”, TYPE B MADE FROM
ASTM A108, AND HAVE A MINIMUM TENSILE STRENGTH OF 65KSI.
RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301
SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
FOOTINGS 4,000 PSI (TYPE II OR TYPE V CEMENT)
COLUMNS AND WALLS 4,000 PSI
BEAMS AND SLABS 4,000 PSI
RETAINING WALLS 4,000 PSI (TYPE II OR TYPE V CEMENT)
ALL OTHER CONCRETE 4,000 PSI
RC-3 USE REGULAR WEIGHT CONCRETE. SUBMIT DESIGN MIX FOR
REVIEW PRIOR TO PLACEMENT OF CONCRETE. ALL MIX DESIGNS
MUST CLEARLY INDICATE INTENDED USE AND LOCATION. MIXES
RC-4 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE
THE FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS:
LOCATION SLUMP MAX. AGGREGATE
FOUNDATIONS, WALLS, 2" ± 1" ASTM #67
FOOTINGS AND SLABS
RC-5 FLYASH, WHEN USED, SHALL BE NOT LESS THAN 20 PERCENT OR
MORE THAN 35 PERCENT BY WEIGHT OF THE TOTAL CEMENTITIOUS
RC-6 ALL PUMPED CONCRETE WITH #67 AGGREGATE IS TO CONTAIN A
HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF
DISCHARGE TO BE 4" I.D.
RC-7 CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS
NOTED OTHERWISE.
RC-8 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND
INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING
MANUAL, ACI-315 MOST CURRENT EDITIONS.
RC-9 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE
FREE FROM RUST, SCALE AND OIL AND CONFORM TO ASTM A615,
GRADE 60, WITH MINIMUM YIELD STRENGTH = 60,000 PSI.
RC-10 SHOP DRAWINGS FOR PLACEMENT SHALL BE SUBMITTED FOR
REVIEW PRIOR TO REBAR FABRICATION.
RC-11 WELDED WIRE FABRIC SHALL CONFORM TO ASTM-A185.
RC-12 LAP CONTINUOUS REINFORCING AS NOTED IN THE LAP SPLICE
SCHEDULE. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT.
TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED.
RC-13 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90
DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED
OTHERWISE.
RC-14 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP
FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY
(U.N.O.) AS HORIZONTAL STEEL. REFER TO TYPICAL DETAIL.
RC-15 PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER
REINFORCING (U.N.O.):
FOOTINGS: BOTTOM AND SIDES 3" CLR.
TOP 2” CLR.
BEAMS & COLUMNS (TO TIES): INTERIOR 1 1/2" CLR.
SLABS: (TOP AND BOTTOM STEEL)
INTERIOR 3/4" CLR.
EXTERIOR…
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