Appendix_1d_-_Drawings_4.pdf
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Appendix 1d - Drawings 4
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U .S
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P S O
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IN
E E
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SACRAMENTO DISTRICT
L-1
L -1
L -1
L -1
(TYP.)
DECK
STEEL
BELOW
WALL
MASONRY
7 SPA. @ 4'-0" = 28'-0" EVENLY SPACED @ 4'-0" MAX = 53'-0" 7 SPA. @ 4'-0" = 28'-0"
S
P A
109'-0"
TRUSS BRG.
E.L. = 115'-10"
TRUSS BRG.
E.L. = 115'-10"
8'0 4' 16'
ROOF FRAMING PLAN
SCALE 3/16" = 1'-0"
A2
SF501
TYP
W x C
R A
N E S
U P
P O
R T B
E A
M
W x C
R A
N E S
U P
P O
R T B
E A
M
W x C
R A
N E S
U P
P O
R T B
E A
M
W12x53 CRANE RUNWAY BEAM
W x C
R A
N E S
U P
P O
R T B
E A
M
W x C
R A
N E S
U P
P O
R T B
E A
M
W x C
R A
N E S
U P
P O
R T B
E A
M
W x C
R A
N E S
U P
P O
R T B
E A
M
W12x53 CRANE RUNWAY BEAM
MP-1
MP-1 MP-1
MP-1
MP-2
MP-2MP-2
MP-2
F2
SF501
F2
SF501
11'-0"CRANE SUPPORT BEAMS 6 SPACES @ 14'-0" MAX., CENTER BETWEEN TRUSSES4'-0"
F5
SF501
F8
SF501
F5
SF501
F2
SF501
SIM
SIM
F5
SF501
SIM
SIM
SF501
F2
SF501
F5
SF501
F8
A8
SF501
MAX
TYP.
SF501
A5
D5
SF501
TYP.
D5
SF501
TYP.
3/16
TYP.
1" MAX
STEEL DECK ANGLE
STEEL PLATE 1/4"x2 1/2"x8"
SPLICE-STEEL DECK PERIMETER ANGLE
NO SCALEA9
(TYP.)
DECK
STEEL
7. SEE LINTEL SCHEDULE ST501
6. CRANE HOOK HEIGHT SHALL BE AT LEAST 12'-0" ABOVE FINISH FLOOR.
5. SPLICE PERIMETER DECK ANGLE PER DETAIL A9 THIS SHEET.
AND PERMANENT REQUIRED BRACING.
4. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR ALL TEMPORARY
INFORMATION.
3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT
DIMENSIONS.
2. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL
1. REFER TO SHEETS S-001 FOR GENERAL NOTES.
NOTES:
@ 8'-0" O.C. MAX.
BRACE TO TRUSS
BEAM BRG.
E.L. = 115'-10"
4'-0"
4'-0"
HOOK COVERAGE
LIMITS OF CRANE
A
B
1 2 3
15'-0"
3'-0" 3'-0"
3'-0"3'-0"
PER MANUFACTURE
TRUSS BRACING
G
IR
D E
R T
R U
S S
G
IR
D E
R T
R U
:1
S L
O P
E
:1
S L
O
4:12
SLOPE
4:12
SLOPE
L-1
C1
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L-1
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12K1 JOIST
L -2
DO
DO
L
-1 DO
L -2
DO
12K1 JOIST
12K1 JOIST
L -1
L-2
L-1
1'-2"
14'-0"
8"
S
P A
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S
1'-2"
6'-8"
8"
L3X3X 1/4" CONT.
MASONRY
TIE OFF TO
CONT.
" BENT PLATE4
17"x4"x
CONT. 4
1L4x4x
BRIDGING
1 ROW JOIST
250LB.)
(APPROX.
AHU
E.F.
" PLATE CONT. 4
14"x
SEE DETAILS ON ST501
L-# MASONRY LINTEL
B2
CONTROL ROOM FRAMING PLAN
SCALE 1/4" = 1'-0"
0 4' 8'2'
B8
SF102
B5
SF102
B5
SF102
E8
SF102
E8
SF102
SIM
E5
SF102
E8
SF102
A
B
T.O.S.
E.L. = 113'-6"
T.O.S.
E.L. = 113'-6"
12K1 JOIST
12K1 JOIST
W/ 1 1/2", 22 ga VL DECK
DECK 4" THICK
x xx x
X X X
X X
EL. 113'-2"
El. 112-11 1/2"
EL. 113'-2"
EL. 112'-11 1/2"
W/ 2-#4 BARS CONT.
8" C.M.U. BOND BEAM
CENTERLINE @ 4" SPACING
ANCHOR STUDS ON PLATE
X 6" LONG WELDED HEADED
PLATE W/ 2 - 5/8" DIA.
6 5/8"X 6 5/8"X 5/16"
(TYP.)
JOINT REINF.
DECK
COMPOSITE
12K1 STEEL JOIST
/2
/2
/2
/2
/2
/2
/2
/2
/2
W/2-#4 BARS CONT.
C.M.U. BOND BEAM
FOR REINFORCEMENT
C.M.U. WALL ELEVATIONS
8" C.M.U., SEE
W.W.F.
6X6 W2.9X W2.9
CONCRETE SLAB W/
COMPOSITE DECK
1 1/2" DEEP 22GA
12K1 STEEL JOIST
PLAN FOR DECK SPAN
COMPOSITE DECK SEE
1 1/2 " DEEP 22GA
AT EXPANSION ANCHORS
GROUT CELLS FULL
W/ 2-#4 BARS CONT.
8" C.M.U. BOND BEAM
CONTINUE AT SIM.
AND METAL DECK
CONCRETE SLAB
6X6 W2.9XW2.9 W.W.F.
CONCRETE SLAB W/
PLAN FOR DECK SPAN
COMPOSITE DECK SEE
1 1/2" DEEP 22GA
2'-0" O.C. MAX.
ANCHOR STUDS @
WELDED HEADED
5/8" DIA. X 6" LONG
6" X 3/8" PLATE W/
FOR REINFORCEMENT
C.M.U. WALL ELEVATIONS
8" C.M.U., SEE
W/2-#4 BARS CONT.
8" C.M.U. BOND BEAM
E5
SECTION
SCALE 1" = 1'-0"
0 1' 2'6"
E8 0 1' 2'6"
SECTION
SCALE 1" = 1'-0"
B5 0 1' 2'6"
SECTION
SCALE 1" = 1'-0"
B8 0 1' 2'6"
SECTION
SCALE 1" = 1'-0"
4"
EMBEDDED 4" MIN.
ANCHOR @ 2'-0" O.C.
W/ 5/8 " DIA. EXP.
L6"X4"X 5/16" CONT.
12K1 STEEL JOIST
CENTERLINE @ 4" SPACING
ANCHOR STUDS ON PLATE
X 6" LONG WELDED HEADED
PLATE W/ 2 - 5/8" DIA.
6 5/8"X6 5/8"X 5/16"
CONTINOUS
7"x4"x1/4" BENT PLATE
CONTINOUS
4"X4"X1/4" ANGLE
GRGR
GR
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U .S
A R
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A H
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A R
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O R
P S O
F E
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IN
E E
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SACRAMENTO DISTRICT
T.O. FOOTING
EL.= 96'-6"
4 - #5 CONT.
#4 @ 12" O.C., CONT. (TYP)
EL.=99'-10"
T.O. FDN WALL
EL.= 99'-6" @ SIM.
EL.= 100'-0"
FINISH FLOOR
45°
FILL
12" UNCOMPACTED
FILL
COMPACTED
1'-0"
1'-6"
PER FT
SLOPE 1/4 "
T.O.FOOTING
EL.= 100'-0"
T.O. FND WALL
EL.=99'-4"
EL.=99'-10"
T.O. FDN WALL
#4 @ 12" O.C., CONT. (TYP)
FOOTING
CONTINUOUS THROUGH SPREAD
WALL FOOTING REINFORCEMENT
6 #5 BARS E.W.
EL.= 99'-6"
FINISH FLOOR
FILL
12" UNCOMPACTED
FILL
COMPACTED
45°
1'-0"
PER FT
SLOPE 1/4 "
EL.=100'-0"
T.O. FDN WALL
EL.= 99'-6"
EL.= 100'-0"
FINISH FLOOR
ADDITIONAL INFORMATION.
NOTE: SEE SECTION 3 FOR
3 #4 CONT.
EL.=99'-10"
EL.=99'-6"
EL.= 100'-0"
FINISH FLOOR
AT TOP OF WALL.
PROVIDE 2 - #4 BARS
#4 @ 12" O.C CONT.
3 #4 CONT.
EL.=99'-10"
T.O. FDN WALL
CONT. (TYP)
#4 @ 12" O.C., EL.= 100'-0"
FINISH FLOOR
22"
8"
4-# 5 CONT.
ADDITIONAL INFORMATION.
NOTE: SEE SECTION F2 FOR
EL.=99'-10"
T.O. FDN WALL
CONT. (TYP)
#4 @ 12" O.C., FOOTING
CONTINUOUS THROUGH SPREAD
WALL FOOTING REINFORCEMENT
5 #5 BARS E.W.
EL.= SEE PLAN
FINISH FLOOR
WALL FLASHING.
SEE ARCH. FOR THROUGH
4" SPLITFACE CMU
22" INTO FOUNDATION.
REINFORCEMENT, EXTEND
30" WITH WALL
SIZE & SPACING. OVERLAP
MASONRY REINFORCEMENT
DOWELS TO MATCH
ST401 FOR REINFORCEMENT
SEE WALL ELEVATIONS ON
SEALANT (TYP)
SEALANT RESERVOIR W/
SEALANT (TYP)
SEALANT RESERVOIR W/
SEE PLAN
REINFORCEMENT DETAILS
SEE SECTION 1 FOR
BEYOND
FOUNDATION
BOTTOM OF
SEALANT.
SEALANT RESERVOIR W/
BARRIER
6" CAPILLARY WATER
INSULATION
2" PERIMETER
SEE PLAN
1'-6"
6" 6" 6"
SEE PLAN
/2
22" INTO FOUNDATION.
REINFORCEMENT, EXTEND
30" WITH WALL
SIZE & SPACING. OVERLAP
MASONRY REINFORCEMENT
DOWELS TO MATCH
SEALANT (TYP.)
SEALANT RESERVOIR W/
SEE PLAN
12" SLAB-ON-GRADE
DIRECTION OF HOOK
6" HOOK. ALTERNATE
#4 @ 12" O.C W/
BARRIER (TYP)
6" CAPILLARY WATER
SEE PLAN
6" SLAB-ON-GRADE
FULL BELOW EL. 102'-6"
8" CMU, GROUT ALL CELLS
ST402 FOR REINFORCEMENT
SEE WALL ELEVATIONS ON
1'-6"
8"
8" C.M.U.
#30 FELT (TYP)
#5 @ 12" O.C. (TYP)
2" PERIMETER INSULATION
6" CAPILLARY WATER BARRIER
#4 @ 16" E.W.
1'-6"
6" HOOK
3-#4
#30 FELT (TYP)
SLAB SLOPES DOWN AT SIM.
12" SLAB ON GRADE
#4 @ 16" E.W.
SEE PLAN
#4 @ 16" E.W.
TYP. EACH END
#4 DOWELS @ 16"
#4 @ 16" E.W.
6" HOOK
3-#4
REINFORCEMENT DETAILS
SEE SECTION 1 FOR
TYP. EACH END
# 4 DOWELS @ 16"
BARRIER
6" CAPILLARY WATER
INSULATION
2" PERIMETER
BEYOND
FOUNDATION
BOTTOM OF
MATERIAL WITH SEALER
3/8 " EXPANSION JOINT
COMPRESSIBLE FILLER
6" SLAB ON GRADE
/2
4" 4"
1'-6"
6" 6" 6"
SEE PLAN
22" INTO FOUNDATION.
REINFORCEMENT, EXTEND
30" WITH WALL
SIZE & SPACING. OVERLAP
MASONRY REINFORCEMENT
DOWELS TO MATCH
SEALANT (TYP.)
SEALANT RESERVOIR W/
#30 FELT (TYP)
SEE PLAN
12" SLAB-ON-GRADE
#4 @ 12"
4 #4 BARS AT TRENCH
#4 @ 12"
SEE PLAN
6" SLAB-ON-GRADE
FULL BELOW EL. 102'-6"
8" CMU, GROUT ALL CELLS
ST402 FOR REINFORCEMENT
SEE WALL ELEVATIONS ON
1'-6"
8"
6" 10" 6"
" 6
22" INTO FOUNDATION.
REINFORCEMENT, EXTEND
30" WITH WALL
SIZE & SPACING. OVERLAP
MASONRY REINFORCEMENT
DOWELS TO MATCH
4" CMU
WALL FLASHING.
SEE ARCH. FOR THROUGH
#30 FELT (TYP)
#5@ 12" O.C. (TYP)
3'-0"
11" 1'-2" 11"
#4 @ 12"
4 #4 BARS AT TRENCH
#4 @ 12"
SLAB ON GRADE. SEE PLAN
SEALANT (TYP)
SEALANT RESERVOIR W/
ST401 FOR REINFORCEMENT
SEE WALL ELEVATIONS ON
8" C.M.U.
6" 10" 6"
4" CMU
1'-5" 1'-10" 1'-9"
BARRIER (TYP)
6" CAPILLARY WATER
SLAB ON GRADE. SEE PLAN
SEALANT (TYP)
SEALANT RESERVOIR W/
16" C.M.U. PILASTER
MP-1, SEE SHEET ST402
1'-4"
2" PERIMETER INSULATION
DIRECTION OF HOOK
6" HOOK. ALTERNATE
#4 @ 18" O.C W/
#5@ 12" O.C. (TYP)
#30 FELT (TYP)
(BELOW)
FOOTING
OUTLINE OF
MP-2
PILASTER
MASONRY
4" 1'-2"
4'-0"
1'-3" 1'-6" 1'-3"
22" INTO FOUNDATION.
REINFORCEMENT, EXTEND
30" WITH WALL
SIZE & SPACING. OVERLAP
MASONRY REINFORCEMENT
DOWELS TO MATCH
4" CMU
WALL FLASHING.
SEE ARCH. FOR THROUGH
#5 @ 12" O.C. (TYP)
11" 1'-10" 1'-3"
#30 FELT (TYP)
BARRIER (TYP)
6" CAPILLARY WATER
SLAB ON GRADE. SEE PLAN
SEALANT (TYP)
SEALANT RESERVOIR W/
12" C.M.U. PILASTER
MP-2, SEE SHEET ST402
1'-4"
2" PERIMETER INSULATION
SLAB ON GRADE AT
VERTICAL SURFACE DETAIL
3/8"
/4
NO SCALE
NO. 30 FELT
ON GRADE
CONCRETE SLAB
WITH SEALANT
FORMED SEALANT RESERVOIR
SURFACE
OR OTHER VERTICAL
FOUNDATION WALL
2'0 1' 4'
C O
V E
R
C O
V E
R
C O
V E
R
5" 5"
5" 5"
F2
SECTION
SCALE 3/4" = 1'-0"
2'0 1' 4'
F5
SECTION
SCALE 3/4" = 1'-0"
2'0 1' 4'
F8
SECTION
SCALE 3/4" = 1'-0"
2'0 1' 4'
C9
SECTION
SCALE 3/4" = 1'-0"
2'0 1' 4'
A6
SECTION
SCALE 3/4" = 1'-0"
2'0 1' 4'
B5
DETAIL
SCALE 3/4" = 1'-0"
2'0 1' 4'
A2
SECTION
SCALE 3/4" = 1'-0"
2'0 1' 4'
D2
SECTION
SCALE 3/4" = 1'-0"
2'0 1' 4'
D5
SECTION
SCALE 3/4" = 1'-0"
T.O. FOOTING
EL.= 96'-6"
T.O. FOOTING
EL.= 96'-6"
T.O. FOOTING
EL.= 96'-6"
T.O. FOOTING
EL.= 96'-6"
T.O. FOOTING
EL.= 96'-6"
T.O. FOOTING
EL.= 96'-6"
T.O. FOOTING
EL.= 96'-6"
A6
SB301
HAND
OPPOSITE
DOWELS TO MATCH
22" INTO FOUNDATION.
REINFORCEMENT, EXTEND
30" WITH WALL
SIZE & SPACING. OVERLAP
MASONRY REINFORCEMENT
8"6"
GR
GR
GR
GR
6" 8"
GR
GR
6" 6"
4"
#3 TIES @ 8" O.C.#3 TIES @ 8" O.C.
EL.= 99'-6"
FINISH FLOOR
#30 FELT (TYP)
(TYP)AREA
OF MASONRY SURFACE
1- W2.8 TIE PER 4 SQFT
(TYP)AREA
OF MASONRY SURFACE
1- W2.8 TIE PER 4 SQFT
(TYP)AREA
OF MASONRY SURFACE
1- W2.8 TIE PER 4 SQFT
EXT. PAVEMENT
SEE CIVIL
A9
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H O
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
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N G
IN
E E
R S
O M
A H
A
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C
A P
IT
O L A
V E
N U
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O M
A H
A D
IS
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
CLPUMP PADCLPUMP PADCLPUMP PAD
19'-6"
1'-5"3'-8"2'-10"3'-8"2'-10"3'-8"1'-5"
1'-5"1'-10"1'-10"1'-5"1'-5"1'-10"1'-10"1'-5"1'-5"1'-10"1'-10"1'-5"
M O
R T
A R B
E D
T Y
P
D A
M P P
A
K
4'-0"2'-6"4'-0"2'-6"4'-0"2'-6"
/8
PIPE CL
TYP.
W8x24 TYP.
6" DIA.
#3 TIE (TYP.)
PUMP PAD
RESERVOIR (TYP.)
PADS W/SEALANT
JOINT AROUND PUMP
3/4" EXPANSION
TYP.
TOP & BOTTOM
#5 @ 12" E.W.
A9
SB302
F7
SB302
A7
SB302
BASE DETAIL THIS SHEET
SEE TYPICAL COLUMN
E2
PS-9SECTION
SCALE 3/8" = 1'-0"
4'0 2' 8'
EL. SET BY
FILTER/
SEPERATOR
PIPE CL
PIPECL
W12X26
TYP.
#3 TIE
TYP.
1'-9"3'-0"1'-9"8'-3"1'-9"
10'-0" 6'-6"
TYP.
W8x24
TYP.
6" DIA.
TYP.
W8x24
TYP.
6" DIA.
BASE DETAIL THIS SHEET
SEE TYPICAL COLUMN
MORTAR (TYP.)
1" DAMP-PACK BEDDING
C.J., SEE PLAN
4'-0"
SEE SCHEDULE
#4 @ 12" O.C.
(SEE SCHEDULE)
4- #5 E.W. (TYP.)
T Y
P
/8
/8
A9
SB302
A4
SB302
A4
SB302
C2
PS-12SECTION
SCALE 3/8" = 1'-0"
4'0 2' 8'
PLANS FOR DIMENSIONS
FOUNDATION AND PIPE SUPPORT
SPACING VARIES FOR PS-9a, SEE
PUMP PAD SIZES AND COLUMN
NOTE:
PLANS FOR DIMENSIONS
FOUNDATION AND PIPE SUPPORT
SPACING VARIES FOR PS-12a, SEE
PUMP PAD SIZES AND COLUMN
NOTE:
TYP.
W12X26
TYP.
#4@12", E.W.,T.F.
#5@8", E.W.,B.F.
8'-8"
4'-0" 4'-8"
WITH SEALANT MATERIAL
3/4" EXPANSION JOINT
W12x26 (TYP)
A7
SECTION
SCALE 3/4" = 1'-0"
2'0 1' 4'
SEE SECTION 7/SB101
SEE TYP. COLUMN BASE DETAIL
3/8
3/8
PIER 18"x18"
ANCHOR BOLTS
W/4- 3/4 " DIA. A307
PLATE 1"x17"x17"
W12
TYP.
2 1/2"
T Y
P
/2
FLANGES
BOTH
9" 9"
TYPICAL COLUMN BASE
FOR PS-9 & PS-12
0 1' 2'6"
SCALE: 1" = 1'-0"
A2
3/16
PIPE CENTERLINE
W8 CENTERLINE
PIPE CENTERLINE
3/16
3/16
3/16
SEE SB303
PIPE SUPPORT
TYPE B
W8x24
V A
R
IE
S
W8x24
A325 BOLTS
4- 3/4" DIA.
PLATE 1/2"x7"x1'-1"
W12X26 (TYP)
W12X26
NOT SHOWN.
NEAR FLANGE
W8x24
W/2- 3/4" DIA. A325 BOLTS
PLATE 3/8"x4 1/2"x6"
W8X24
SEE SB303
PIPE SUPPORT
TYPE A
SECTION 12, THIS SHT.
FOR LOCATIONS, SEE
L4x4x 1/4 BRACKET.
W8x24
BUNA-N PAD
2" DIA. PIPES ON 1/4 "
1/2" DIA. U-BOLTS
8" +/- 7" +/-
FLANGES
BOTH
3"
/8
3"
0 2' 4'1' 0 2' 4'1'
0 2' 4'1'
0 2' 4'1'
0 2' 4'1'
A4
SECTION
" = 1'-0"2
1SCALE 1
A9
SECTION
" = 1'-0"2
1SCALE 1
C9
SINGLE PLATE SHEAR CONNECTION
" = 1'-0"2
1SCALE 1
F7
SECTION
" = 1'-0"2
1SCALE 1
F9
SECTION
" = 1'-0"2
1SCALE 1
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A C
E P
O L F
A C
IL
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P N
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S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
PIPE C
L
TOP OF SUPPORT STEEL
PIPE PIPECL CL
PLUS 8"
ELEV. 99'-6"
PIPE CL
EL. 99'-6"
F O
R P
IP
E
F O
R P
IP
E
F O
R P
IP
E
PIPE CL
ELEV. 99'-6"
IN TOP 5"
(2) #4 TIES
3/16"
TYP.
1/4
F O
R P
IP
E
F O
R P
IP
E
PIPE CL
NOTE: SEE SECTION E4/SB303
FOR ADDITIONAL
INFORMATION AND DIMENSIONS
2" PIPECL
ELEV. 99'-6"
15 #5, E.W., B.F.
FOR 8" DIA. PIPE
FOR 10" DIA. PIPE
FOR 12" DIA. PIPE
FOR 16" DIA. PIPE
9"
11"
14"
ELEV. 99'-6"
ELEV.
99'-6"
3/16
C.L. PIPE
SEE SCHEDULE
SHEET S2.02
SEE SCHEDULE SHT. S2.02 FOR
B.F. REINFORCING AND LENGTH
S H
E E
T S -6
S H
E E
T S -6
SEE SCHEDULE SHEET S-601 FOR
B.F. REINFORCING AND LENGTH
3/16
BOTH
FLANGES
TYP.
TYP.
PIPE-FIELD
WELD TO
STEEL TEE
PIPE SUPPORT NOTES (TYPE A, B, & C):
1. PROVIDE CARBON STEEL PIPE SUPPORTS, INCLUDING: STRAPS, PLATES
GUIDES AND TEE'S WHERE CARBON STEEL PIPE IS USED. PROVIDE
STAINLESS STEEL PIPE SUPPORTS, INCLUDING: STRAPS, PLATES, GUIDES
AND TEES WHERE STAINLESS STEEL PIPE IS USED. DO NOT WELD
CARBON STEEL PLATES OR TEES TO STAINLESS STEEL PIPE.
/8
/8
/2
/8
/8
PIPE CL
ELEV.
99'-6"
PS-23, & PS-24 ONLY, SEE SCHEDULE
SHT. S-601 FOR B.F. REINFORCING FOR
OTHER PIPE SUPPORTS.
S H
T S -6
SEE PLAN
@ SIM.
FOR PIPE DIAMETER
SEE SCHEDULE SHT. S-601
6 #7 BARS
IN PIER. (TYP.)
MATCH VERT. REINF.
#7 BAR W/ STD. HOOK
ROUGHEN SURFACE
TOP FACE
#4 @ 12" O.C., E.W., SCHEDULE ON SHT. S-601)
CONCRETE PIER (SEE
HEADED ANCHOR BOLTS
FOUR 3/4 " DIA. A307
TOP 5 INCHES
(2) #4 TIES IN
PIPE CL
SUPPORT
TYPE "A" PIPE
AT NO MORE THAN 1'-2" FOR REMAINING SECTION OF PIER.
LISTED ON DRAWINGS FOR 1'-9" TOP AND BOTTOM. TIES SPACING IS TO BE
2. IF PIPE CENTERLINE IS GREATER THAN 3'-6" PROVIDE TIE SPACING AS
HOOK CONTINUOUS TO TOP OF PIER. DO NOT PROVIDE #7 VERT. BARS.
1. IF PIPE CENTERLINE IS LESS THAN 4'-6" PROVIDE #7 DOWELS WITH STD.
CONCRETE PIER NOTES:
LENGTH
REINFORCING AND
S-601 FOR B.F.
SEE SCHEDULE SHT.
L A
P
T Y
P
C L
R
H S
E E S
C H
E D
U L E
SCHEDULE ON SHT. S-601
8" OR 6" PIPE SEE
W8X24 BRACKET
C L
R
4'-0" x 4'-0"
2'-0" 2'-0" B.F. (U.N.O.)
4 #5 BARS E.W.,
S E
E S
C H
E D
U L E
S E
E S
C H
E D
U L E
1" GROUT PIPE
4", 6" OR 8"
1'-6" 1'-0"
SUPPORT
TYPE "A" PIPE
2'-0"
FOR PIPE DIAMETER
SEE SCHEDULE SHT. S-601
HEADED ANCHOR BOLTS
FOUR 3/4 " DIA. A307
C L
R
4'-0"
5'-0"
ROUGHEN SURFACE
REINF. IN PIER. (TYP.)
HOOK MATCH VERT.
#7 DOWELS W/STD.
12 #7 BARS
2'-0"
(TYP.)
TYPE "C" PIPE SUPPORT
REINF. IN PIER. (TYP.)
HOOK. MATCH VERT.
#7 DOWELS W/STD.
1'-6" THICKENED SLAB - 7'-0"x7'-0" 1'-6"
3'-8"
FOR PIPE DIAMETER.
SEE SCHEDULE SHEET S-601
ANCHOR BOLTS
7/8" DIA. A307 THREADED
/2
ROUGHEN SURFACE
TOP OF SLAB (TYP.)
#4 @ 12" O.C.
JOINT
EXPANSION
W12X26 (TYP.)
11" 1'-6" 1'-0"
/2
9"
1'-6" 2'-6"
C L
R
1" GROUT
(TYP.)
W12X26
BASE DETAIL ON SHT. SB302
SEE TYPICAL COLUMN
OF SLAB (TYP.)
#4 @ 12" O.C. TOP
PIPE SUPPORT TYPE
SEE SCHEDULE FOR
PS-10
NECESSARY
@ JOINT IF
BEND END UP
FOR PIPE DIAMETER
SEE SCHEDULE SHT. S-601
TYPE "C" PIPE SUPPORT
AROUND ANCHOR BOLTS
#4 CLOSED TIES
PIER. (TYP.)
MATCH VERT. REINF. IN
#7 DOWELS W/STD. HOOK.
ROUGHEN SURFACE
1'-0" 1'-8"
1'-6" 1'-0"9'-0"
C L
R
FUEL PIPE
STRAP
1/2"x6" STEEL
NUT AS REQ'D
SHIM OR LEVELING
BEDDING MORTAR
DAMP PACK
PIPE OUTSIDE DIAMETER
AT RADIUS ONLY
TO INSIDE OF STRAP
FILLED TEFLON BONDED
BOLTS PER SUPPORT
F0UR 3/4" DIA. HEADED ANCHOR
HOLD DOWN LUGS
/4
6 1/2"
1/16" 4 1/2"
1/16"
/2
/4
/2
HOLD DOWN LUGS
FACING ON TEE
STAINLESS STEEL.
STEEL PLATE
TOP SURFACE OF
FILLED TEFLON ON
10"
4"
2 1/2"
STEEL PLATE
18"X18"X 1/2"
MORTAR
BEDDING
DAMP PACK
7 1/2 "
4" 5" 5" 4"
ANCHOR BOLTS
4- 7/8 " DIA. A307
1'-4"
1'-0"
4" 5" 5" 4"
FOR PIPE DIAMETER.
SEE SCHEDULE SHEET S-601
SUPPORT
TYPE "C" PIPE
ROUGHEN SURFACE
STD. HOOK (TYP.)2'-0" 2'-0"
8'-0", #5 @ 9" E.W.
/2
E.W., TOP FACE
#4 @ 12" O.C.
S E
E S
C H
E D
U L E
C L
R
NUT AS REQUIRED
SHIM OR LEVELING
PS-15
W8x24
PS-11
GUSSET
BONDED TO PLATE
FILLED TEFLON
PLATE
1/2"x6" STEEL
BASE W/ GUIDES
PLATE
3/8" STEEL
OTHER AREAS
1'-2" MAX ALL
BOTTOM
1'-9" TOP AND
#4 TIES @ 3" O.C.
@ 5" O.C.
#4 TIES
OTHER AREAS
1'-2" MAX ALL
BOTTOM
1'-9" TOP AND
#4 TIES @ 3" O.C.
AROUND ANCHOR BOLTS
#3 CLOSED TIES
E2
SECTION
SCALE 3/8" = 1'-0"
4'0 2' 8'
E4
SECTION
NO SCALE
E6
SECTION
SCALE 3/8" = 1'-0"
4'0 2' 8'
C2
SECTION
SCALE 3/8" = 1'-0"
4'0 2' 8' C4
SECTION
NO SCALE
C6
SECTION
SCALE 3/8" = 1'-0"
4'0 2' 8'
A6
SECTION
SCALE 3/8" = 1'-0"
4'0 2' 8'
TYPE A
TYPE C
PIPE ANCHOR DETAILS
NO SCALE
A4
SB302
A4
SB303
A2
SB303
A4
SB303 1
/2
4"
1"
#4 TIES @ 5" O.C.
(12) #7 BARS
BOLTS
AROUND ANCHOR
#4 CLOSED TIES
(24) #7 BARS
TIES @ 5" O.C.
SPACE #4 COLUMN
TYPE B
4 #3 CLOSED
TIES AROUND
ANCHOR BOLTS
(2 EACH WAY)
3'-8"
10" 1'-2" 10"
LINES)
OF THE PIER (DASHED
THE LONG DIRECTION
2 RUNNING ACROSS
PIER(SOLID LINES) &
DIRECTION OF THE
ACROSS THE SHORT
BOLTS. 4-RUNNING
AROUND ANCHOR
6 #3 CLOSED TIES
(4 PER SUPPORT)
ANCHOR BOLTS
8- 7/8 "A307
W/STD. HOOKS
24 #7 VERT. BARS
W/STD. HOOKS
12 #7 VERT. BARS
BOLTS.
HEADED ANCHOR
4- 7/8 " DIA. A307
1'-8"
10"
A4
SECTION
SCALE 3/4" = 1'-0"A2
SECTION
SCALE 3/4" = 1'-0"
2'0 1' 4' 2'0 1' 4'
5" 5"
5" 5"
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S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
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N A
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L D
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F B
U T
R E
P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
TOP OF CMU
ELEV. = 115'-10"
7"
6"
SEE ARCH.
BENT PLATE
3/16" CONT.
SEE ARCH.
STEEL DECK
LIGHTGAGE TRUSS
W.P.
"2
1ELEV. = 116'-10
REINFORCEMENT
HORIZONTAL JOINT
SEE ARCH.
EXTERIOR FINISH
7"
6"
BENT PLATE
3/16" CONT.
SEE ARCH.
SEE ARCH.
TOP OF CMU
ELEV. = 115'-10"
STEEL DECK
8" CMU BOND BEAM
"2
1ELEV. = 116'-10
W.P.
REINFORCEMENT
HORIZONTAL JOINT
SEE ARCH.
EXTERIOR FINISH
8" CMU BOND BEAM
WELDED ANCHOR STUDS
W/2 - 5/8" DIA. x 6"
9" X 6 5/8" X 1/2" PLATE
TRUSS MANUFACTURER
CONNECTION PER
TRUSS TO PLATE
CONNECTIONS
SEE F2/SF501 FOR
BETWEEN TRUSSES
1000S200-43 BLOCKING
1 1/2"
6"
/1
/1
1 1/2"
ANCHOR STUDS
5/8" DIA. WELDED
GIRDER TRUSS, ALL OTHERS
TRUSS TO PLATE CONNECTIONS:
UNFACTORED LOADS FOR
SEISMIC: 1 kip, 0.4 kip
P: WIND: 9.6 kip, 4 kip
SEISMIC: 3.4 kip, 3.4 kip
V: WIND: 2 kip, 2 kip
EACH SIDE
ANGLE ATTACH w/ 3 #10 TEK SCREWS
" LONG CLIP 2
1TRUSSES w/ 14 ga 4
1000S200-43 BLOCKING BETWEEN
TYP
1/8
SEE PLAN (TYP.)
PLATE (TYP.)
" BENT16
TRUSS
TOP OF CMU VENEER HEIGHT.
SOFFIT SEE ARCH FOR
4" CMU VENEER ABOVE
5 13/16"
/1
ANCHOR BOLTS
BRG. PLATE @
TRUSS
L 3"x3"x5/16"x0'-5"
TOP OF CMU
ELEV. = 115'-10"
7"
6"
SEE ARCH.
W.P.
"2
1ELEV. = 116'-10
SEE ARCH.
8" CMU BOND BEAM
EACH SIDE
ANGLE ATTACH w/ 3 #10 TEK SCREWS
TRUSSES w/ 14 ga 41#2" LONG CLIP
1000S200-43 BLOCKING BETWEEN
BENT PLATE
3/16" CONT.
STEEL DECK
W12x53 CRANE SUPPORT
REINFORCEMENT
HORIZONTAL JOINT
SEE ARCH.
EXTERIOR FINISH
TYP
1/4
1/4
TYP
1/4
GROUT SOLID
BEAM POCKET
LIGHTGAGE TRUSS
F1852 BOLTS
(4) 3/4" DIAM. ASTM
SUPPORT BEAM
W12x53 CRANE RAIL
M
IN
6" MIN.
STEEL DECK
USE 4 #12 TEK SCEWS (1) PER SLOT.
BETWEEN STUD AND TRUSS.
ATTACH WITH 14GA SLOTTED PLATE
REMOVE 6" OF FLANGE BEND TO FIT,
USE 4 #12 TEK SCEWS (1) PER SLOT.
BETWEEN STUD AND BEAM.
ATTACH WITH 14GA SLOTTED PLATE
REMOVE 6" OF FLANGE BEND TO FIT,
MAX 3 INCHES
600S162-43 BRACE, OFFSET
F2
SECTION
SCALE 1" = 1'-0"
0 1' 2'6"
SIM
F5
SECTION
SCALE 1" = 1'-0"
0 1' 2'6" F8
SECTION
SCALE 1" = 1'-0"
0 1' 2'6"
A2
SECTION
SCALE 1" = 1'-0"
0 1' 2'6"
D5
SECTION
SCALE 1" = 1'-0"
0 1' 2'6"
D2
TRUSS BASE PLATE
SCALE 1" = 1'-0"
0 1' 2'6"
D2
SF501
D2
SF501
TOP OF CMU
ELEV. = 115'-10"
7"
6"
W.P.
"2
1ELEV. = 116'-10
D2
SF501
BENT PLATE
3/16" CONT.
STEEL DECK
EACH SIDE
ATTACH w/ 3 #10 TEK SCREWS
" LONG CLIP ANGLE2
114 ga 4
BLOCKING BETWEEN TRUSSES w/
LIGHTGAGE TRUSS
SEE ARCH.
SEE ARCH.
SIM
CMU AS NECESSARY
5" BREAK WEB OF
2-#4 TIES IN TOP
BEAM @ TOP OF WALLS
INTO CONT. BOND
W/2-#4 BARS. STEP
CMU BOND BEAM
PLATE
8"X8"X 1/2 "
INTO CMU
BOLTS EMBED 7" MIN.
TWO - 5/8" DIA. ANCHOR
D8
SECTION
SCALE 1" = 1'-0"
0 1' 2'6"
BENT PLATE
3/16" CONT.
LIGHTGAGE TRUSS
STEEL DECK
A5
SECTION
SCALE 1" = 1'-0"
0 1' 2'6"
6" 6"
TOP OF CMU
ELEV. = 115'-10"
7"
6"
SEE ARCH.
BENT PLATE
3/16" CONT.
SEE ARCH.
STEEL DECK
REINFORCEMENT
HORIZONTAL JOINT
SEE ARCH.
EXTERIOR FINISH
WELDED ANCHOR STUDS
W/2 - 5/8" DIA. x 6"
12" X 6 5/8" X 1/2" PLATE
A8
SECTION
SCALE 1" = 1'-0"
0 1' 2'6"
D2
SF501
SIM
W12x53
OCCURS EACH BEAM @ 8'-0" O.C.
NOTE:
TYP
1/8
GR GR GR
GR
GR
RIDGE BLOCKING
" STIFFENER (TYP)4
TRUSS MANF.
BLOCKING PER
TRUSS MANF.
BLOCKING PER
TOP OF CMU
ELEV. = 115'-10"
W12x53 RUNWAY BEAM
MANF.
END TRUCK PER
WELDED ANCHOR STUDS
W/2 - 5/8" DIA. x 6"
12" X 6 5/8" X 1/2" PLATE
LIMITS
FOR HOOK AND TRAVEL
PER MANF., SEE SF101
BRIDGE CRANE GIRDER
MANF.
END TRUCK PER
LIMITS
FOR HOOK AND TRAVEL
PER MANF., SEE SF101
BRIDGE CRANE GIRDER
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ADVERTISEMENT
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
O
P T
IO
N A
L F
IE
L D
H
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L A
F B
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P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
8" 2'-0" < w < 3'-4" w > 3'-4"
SEE
SECTION IF:
REINFORCING DETAIL FOR CMU ADJACENT TO OPENINGS
CMU WALL
THICKNESS
("t")
F2 F3
48 BAR DIAMETER
LAP OR 2'-0"
WHICHEVER IS GREATER
CENTERED IN
CELL
2'-0" MIN.
M
IN
/8
/8
W
NOTE:
"W" = WIDTH OF CMU BETWEEN ADJACENT OPENINGS.
"H" = HEIGHT OF ADJACENT CMU OPENING.
BEARING ELEVATION
SEE WALL ELEVATIONS
1/2" CLR. BETWEEN
BAR AND CMU
(TYP.)
2-#4 BARS
LINTEL UNIT W/
(TYP. EACH SIDE)
8" PAST OPENING
L 6"x6"x 5/16", EXTEND
EMBED. @ 16" O.C.
ANCHOR W/ 4" MIN.
5/8" DIA. EXPANSION
MASONRY VENEER
1'-2"
/8
/8
BEARING ELEVATION
SEE WALL ELEVATIONS
2-#4 BARS
LINTEL UNIT W/
7 5/8"
/8
/8
FILL WITH GROUT
JOINT REINFORCING.
MATCH SPACING OF HORIZONTAL
TEE JOINT REINFORCING TO
FACTORY PREFABRICATED
INDICATED OTHERWISE.
IN EVERY OTHER JOINT UNLESS
HORIZONTAL JOINT REINFORCING
WALLS
ISOLATION JOINT ON PARTITION
BEAM REINFORCING THROUGH
NOTE: DO NOT RUN BOND
IS GREATER, BEYOND OPENING
DIAMETERS OR 2'-0", WHICHEVER
EXTEND REINFORCING 48 BAR
OPTION THROUGHOUT PROJECT.
BOND BEAM. CONTRACTORS
STANDARD OR KNOCK-OUT
WALL OPENING
MASONRY LINTEL
T
24 INCHES.
4. LAP SPLICES OF BARS TO BE 48 BAR DIAMETERS BUT NOT LESS THAN
COURSE JOINT BELOW THE OPENING.
COURSE JOINT ABOVE THE OPENING TO THE CLOSEST HORIZONTAL
3. STIRRUPS AND TIES SHALL EXTEND FROM THE CLOSEST HORIZONTAL
BEYOND OPENING, WHICHEVER IS GREATER.
LINTEL REINFORCING SHALL EXTEND 48 BAR DIAMETERS (d ) OR 2'-0"
WITH 2-#4 BARS, AT OPENINGS WHERE LINTELS ARE NOT DETAILED.
2. USE 8 INCH DEEP LINTELS, THE THICKNESS OF THE WALLS, REINFORCED
FOR ALL MASONRY WALLS DURING CONSTRUCTION.
1. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING
NOTES:
W
T
#6 BARS (MIN.)
135-DEG HOOK (TYP.)
#3 TIES W/STD.
SEE
SECTION IF:
T
OPENING
#6 BARS (MIN.)
C.J.
WIRES AT ALL C.J.'S
STOP LONGITUDINAL
INTERIOR FACE
INTERIOR FACE
FACE
BRICK EXTERIOR
WHERE SHOWN
JOINT (B.E.J.)
BRICK EXPANSION
WIRES AT ALL C.J.'S
STOP LONGITUDINAL
48 DIA. OR
D
IA
O R
AS HORIZONTAL REINFORCING
IS GREATER, SAME SIZE BARS
OR 48 DIAMETERS, WHICHEVER
BENT BAR, EACH LEG 2'-0" AND DETAILS.
OR AS SHOWN ON OTHER SECTIONS
AND 6" MINIMUM INTO TOP BOND BEAM,
THROUGH INTERMEDIATE BOND BEAMS
VERTICAL REINFORCING CONTINUOUS
2-#4 BARS
SLOTS
KNOCKOUT
SASH BLOCK
FOR REINFORCEMENT
SEE WALL ELEVATIONS
INTERIOR FACE
EXTERIOR FACE
3/4"
SPECIFICATIONS)
CAULKING AND SEALANTS
ELASTOMERIC SEALANT (SEE
BRICK EXTERIOR FACE
/8
BACKUP MATERIAL
BACKUP MATERIAL
NO MORTAR BEHIND
RAKE 1/4"
INTERIOR FACE
3/8"
/4 " 3/8"
RAKE 3/4"
BACKER ROD
EXTERIOR FACE
SPECIFICATIONS)
(SEE JOINT SEALING
ELASTOMERIC SEALANT
B5 NO SCALE
SECTIONSCALE 1" = 1'-0"
LINTEL L-1
0 1' 2'6"
SCALE 1" = 1'-0"
0 1' 2'6"
LINTEL L-2
NO SCALE
STRUCTURAL WALLS
INTERSECTION OF
NO SCALE
BOND BEAM
INTERSECTION OF
NO SCALE
FOR SINGLE & DOUBLE STIFFENERS
TYP. VERTICAL REINFORCING
NO SCALE
REINFORCEMENT
PLAN VIEW OF
NO SCALE
@ CORNER
BOND BEAM UNIT
F2 NO SCALE
SECTION F3 NO SCALE
SECTION
TYP. CAVITY WALL CONTROL JOINT (C.J.)
E4
SECTION
NO SCALE
E7
SECTION
NO SCALE
CMU CONTROL JOINT (M.C.J)
F6
DETAIL
NO SCALE
F7
DETAIL
NO SCALE
E9
DETAIL
NO SCALE
F6
ST501
E9
ST501
F7
ST501
F6
ST501
B3B2
D2 D3 D9 D5
D7
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S A
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A M
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T O
C A
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IF
O R
N
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S A
C R
A M
E N
T O D
IS
T R
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T
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T R
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T
O
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N A
L F
IE
L D
H
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F B
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P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
L-1
103'-0"
4'-10" 6'-0" 4'-6" 17'-4" 16'-0" 17'-4" 17'-4" 19'-8"
L-1 L-1
49'-8"
13'-4"12'-2"3'-4"7'-6"7'-2"3'-4"2'-10"
L-1
49'-8"
16'-0"17'-8"
3'-2"
6'-8"6'-2"
ELEVATION KEY
L-# MASONRY LINTEL
SEE DETAILS ON ST501
M-# MASONRY PIER
SEE DETAILS ON ST402
L-1
103'-0"
4'-10" 3'-4" 9'-6"
2'-6"
3'-4"9'-2"4'-6"3'-4"8'-2"5'-6"3'-4"8'-6"5'-2"3'-4"8'-10"4'-10"3'-4"11'-6"
99'-10"
107'-2"
113'-2"
115"-10"
103'-10"
MCJ MCJ MCJ MCJ MCJ
NOT SHOWN
NOTE: MASONRY VENEER
BEYOND (TYP).
MASONRY PIER MP-2
OPENINGS AS INDICATED.
MAX. REINFORCE AROUND
1-#6 VERT. BAR @ 48"
STEM WALL (TYP).
#6 INTO FOUNDATION
BEYOND
MASONRY PIER MP-1
WALL (TYP.)
FROM INTERSECTING
#5 CORNER BAR
TRUSS BRG.
BOND BEAM
BOND BEAM
BOND BEAM
111'-2"
BOND BEAM
JOIST BRG.
2'-0"
(TYP.)
WALL
INTERSECTING
OPENINGS AS INDICATED.
MAX. REINFORCE AROUND
1-#6 VERT. BAR @ 48"
STEM WALL (TYP).
#6 INTO FOUNDATION
BEYOND (TYP).
MASONRY PIER MP-2
(TYP.)
#4 CORNER BARS
(TYP.)
#4 CORNER BARS
OPENINGS.
REINFORCEMENT AT MCJ AND
180° STD HOOK AROUND VERT.
8" BOND BEAM w/ 2- #4 BARS.
OPENINGS.
REINFORCEMENT AT MCJ AND
180° STD HOOK AROUND VERT.
8" BOND BEAM w/ 2-#4 BARS.
CONT. THROUGH MCJ
8" BOND BEAM W/ 2-#4
CONT. THROUGH MCJ
8" BOND BEAM W/ 2-#4
ALLOW FULL 2'-0" EXTENSION
INTERSECTING WALL DOES NOT
HOOK BAR WHERE MCJ OR
LOUVER, SEE MECH.
PENETRATION FOR
12"x12"
2'-0"
2'-0"
(TYP.)WALL
INTERSECTING
MCJ MCJ MCJ MCJ
MCJMCJMCJMCJMCJ
NOT SHOWN
NOTE: MASONRY VENEER
NOT SHOWN
NOTE: MASONRY VENEER
NOT SHOWN
NOTE: MASONRY VENEER
OPENINGS AS INDICATED.
MAX. REINFORCE AROUND
1-#6 VERT. BAR @ 48"
STEM WALL (TYP).
#6 INTO FOUNDATION
BEYOND (TYP).
MASONRY PIER MP-2
(TYP.)
#4 CORNER BARS
OPENINGS.
REINFORCEMENT AT MCJ AND
180° STD HOOK AROUND VERT.
8" BOND BEAM w/ 2- #4 BARS.
CONT. THROUGH MCJ
8" BOND BEAM W/ 2- #4
BEYOND (TYP).
MASONRY PIER MP-2
OPENINGS AS INDICATED.
MAX. REINFORCE AROUND
1-#6 VERT. BAR @ 48"
(TYP.)
#4 CORNER BARS
OPENINGS.
REINFORCEMENT AT MCJ AND
180° STD HOOK AROUND VERT.
8" BOND BEAM w/ 2- #4 BARS.
BEYOND
MASONRY PIER MP-1CONT. THROUGH MCJ
8" BOND BEAM W/ 2-#4
STEM WALL (TYP).
#6 INTO FOUNDATION
WALL
INTERSECTING
FOR LOUVER, SEE MECH.
16"x12" PENETRATION
115'-2"
BOND BEAM
99'-10"
107'-2"
113'-2"
115"-10"
103'-10"
TRUSS BRG.
BOND BEAM
BOND BEAM
BOND BEAM
BOND BEAM
JOIST BRG.
BOND BEAM
115'-2"
111'-2"
99'-10"
107'-2"
115"-10"
103'-10"
TRUSS BRG.
BOND BEAM
BOND BEAM
BOND BEAM
BOND BEAM
BOND BEAM
115'-2"
111'-2"
99'-10"
107'-2"
115"-10"
103'-10"
TRUSS BRG.
BOND BEAM
BOND BEAM
BOND BEAM
BOND BEAM
BOND BEAM
115'-2"
111'-2"
F3
ST501
E5 SCALE 3/16" = 1'-0"
ELEVATION
C2 SCALE 3/16" = 1'-0"
ELEVATION
C7 SCALE 3/16" = 1'-0"
ELEVATION
A5 SCALE 3/16" = 1'-0"
ELEVATION
B5
ST501
F3
ST501
F3
ST501
C7
ST402
ST402
D7
ST401
C2 ST401
C7
ST402
C2
ST402
E2
E5
ST401
ST401
A5
ST402
E6
8'0 4' 16'
8'0 4' 16'
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S A
C R
A M
E N
T O
C A
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IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
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T
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N A
L F
IE
L D
H
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L A
F B
U T
R E
P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
MCJ
JOIST SPACING
MCJ
103'-2"
107'-2"
BOTTOM OF
BOND BEAM
113'-2"
103'-2"
107'-2"
113'-2"
2'-0"
TYP.
99'-10" 99'-10"
2'-0"
TYP.
1-#6 VERT. BAR @ 48"
MAX. REINFORCE AROUND
OPENINGS AS INDICATED.
107'-2"
113'-2"
99'-10"
1-#6 VERT. BAR @ 48" MAX.
42'-8"
L-2 L-2
FDN. WALL (TYP.)
#6 DOWEL INTO
2-#4 CONT.
8" BOND BEAM W/
ROOF SLAB NOT SHOWN
5'-8"
5'-8"
5'-0"
6 SPACES @ 5'-4" O.C. = 32'-0" 5'-0"
2'-0"
15'-4"
L-2
3'-4" 10'-0"
FDN, WALL (TYP.)
#6 DOWEL INTO
W/ 2-#4
8" BOND BEAM
2-#4 CONT.
8" BOND BEAM W/
(TYP.)
#4 CORNER BAR
ROOF SLAB NOT SHOWN
8'-0"
STOP REINF. @ MCJ
8" BOND BEAM W/ 2-#4
NOT SHOWN
MASONRY VENEER
OPENINGS AS INDICATED.
MAX. REINF. AROUND
1-#6 VERT. BAR @ 48"
BAR (TYP.)
#4 CORNER
(TYP.)
JOIST POCKET
INTERSECTING WALL
NOT SHOWN
MASONRY VENEER
WALL (TYP.)
FROM INTERSECTING
#4 CORNER BAR
SHOWN
ROOF SLAB NOT
(TYP.)
#4 CORNER BAR
NOT SHOWN
MASONRY VENEER
ST401
C2
ST402
E6
ST402
C2
ST401
A5
ST401
C7
ELEVATION KEY
L-# MASONRY LINTEL
SEE DETAILS ON ST501
M-# MASONRY PIER
SEE DETAILS ON ST402
E5
ST401
ST501
F3
ST501
F2
ST501
F2
E2 SCALE 3/16" = 1'-0"
ELEVATION
E6 SCALE 3/16" = 1'-0"
ELEVATION
C2 SCALE 3/16" = 1'-0"
ELEVATION
8'0 4' 16' 8'0 4' 16'
8'0 4' 16'
E2
ST402
2-#4 CONT.
8" BOND BEAM W/
2-#4 CONT.
8" BOND BEAM W/
2-#4 CONT.
8" BOND BEAM W/
2-#4 CONT.
8" BOND BEAM W/
L-2
8'-8" 3'-4" 8'-0"
3'-4"8'-0"3'-4"8'-0"
1'-0" 30'-0"
1'-0"
W/ 2-#4
8" BOND BEAM
FDN. WALL (TYP.)
#6 DOWEL INTO
4" BRICK. SEE ARCH.PIER AT TRUSS
T-1 BEARING
#6 BAR (TYP.)
#6 BAR (TYP.)
PIER AT W14
HIP BEAM BEARING
16"x16" CMU PILASTER
IN TOP 5" OF PIER.
PROVIDE 2-#4 TIES
#3 TIES @ 8" O.C.
8" CMU
12" CMU
8" CMU
4" BRICK SEE ARCH.
135-DEG HOOK (TYP.)
#3 TIES W/ STD.
PER CELL
2-#6 BARS
4" BRICK SEE ARCH.
PER CELL
2-#6 BARS
MCJ
2-#6 BARS PER CELL
4" BRICK SEE ARCH.
GROUT CELL
DOOR JAMB
DOOR JAMB
SCALE 1" = 1'-0"
MASONRY PIER MP-1
MASONRY PIER MP-2
SCALE 1" = 1'-0"
D7 SCALE 1" = 1'-0"
SECTION
C7 SCALE 1" = 1'-0"
SECTION
0 1' 2'6"
0 1' 2'6"
0 1' 2'6"
0 1' 2'6" C6 C4
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A M
E N
T O D
IS
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T R
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L D
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
PUMP ROOM
CONTROL ROOM
TOILET
A
B
A
B
A
A
A
DISP. (TTD)
TOILET PAPER
1'-6" MIN
COVE BASE
4" RESILIENT
OVER SINK
18" X 30" - CENTER
MIRROR (MG)
FIN. FLR. ELEV. 100'-0"
STUD WALL
6" STEEL
A.L.
A .L
LOCATIONS - SEE STRUCTURAL DRAWINGS
MASONRY CONTROL JOINT (M.C.J.)
(SEE STRUCTURAL SHEETS.)
BRIDGE CRANE AND RAILS
AND EYE WASH
EMERGENCY SHOWER
REFER TO STRUCT. SHTS.
STR. STOOP
2'-0"3'-4"
1'-2" 14'-0" 8"
STRUCTURAL SHEETS
SLOPE RAMP SEE
B2 ON SHT. A-702
SEE SECTION DETAIL
SEE STRUCT. SHTS.
CONC. STOOP
ABOVE
2'-0" OVERHANG
MECH. SHTS.
HOOD - SEE
EXHAUST
SEE STRUCT. SHTS.
STRUCT. STOOP
DETAIL F2 ON SHT. A-702
CABINET (FEC) - SEE
FIRE EXTINGUISHER
F.E.C.
10'-0"
104'-0"
3'-4" 90'-8"
A
MECH. RM.
7'-3"
- SIM TO DTL F2/A-702
BRACKET (FEB)
FIRE EXTINGUISHER
REFER TO STRUCT. SHTS.
STR. STOOP
LEGEND
AWAY FROM PERPENDICULAR WALLS.
10. DOOR OPENINGS IN STUD WALLS SHALL BE LOCATED 4"
9. ALL CONCRETE MASONRY UNIT VENEER WALLS ARE 4".
STRUCTURAL DRAWINGS.
8. ALL MASONRY REINFORCEMENT IS INDICATED ON THE
INDICATED OTHERWISE.
7. ALL CONCRETE MASONRY UNIT WALLS ARE 8" UNLESS
STEEL STUDS, FACE OF CONCRETE, AND FACE OF MASONRY.
6. DIMENSIONS ARE TO CENTERLINE OF COLUMNS, FACE OF
AVOID JOINTS AT WALL PENETRATIONS.
MECHANICAL EQUIPMENT AND PIPE PENETRATIONS TO
JOINTS AND MASONRY VENEER CONTROL JOINTS WITH
5. CONTRACTOR SHALL COORDINATE MASONRY CONTROL
AND PUMP LOCATIONS.
EQUIPMENT. INCLUDING FLOOR DRAINS, PAD MOUNTING,
4. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR
AND PIPE MOUNTS.
DETAILS OF THICKENED FLOOR SLABS, EQUIPMENT PADS,
3. SEE STRUCTURAL DRAWINGS FOR DIMENSIONS AND
OTHERWISE INDICATED.
CENTER LINE OF THE DOOR IN THE CLOSED POSITION UNLESS
2. ALL CHANGES IN FLOOR MATERIAL SHALL OCCUR AT THE
SPACED NOT LESS THAN 16" ON CENTER.
INDICATED ON THE DRAWINGS. ALL STEEL STUDS SHALL BE
1. ALL METAL STUDS SHALL BE 4-INCHES UNLESS OTHERWISE
GENERAL NOTES:
SW 6113 INTERACTIVE CREAM.
23617 GREYSTONE; EQUIVALENT TO SHERWIN WILLIAMS
3.8 EXPOSED METAL DECKING SHALL MATCH FED. STD. 595B
WILLIAMS SW 6083 SABLE.
STD 595B 30099 DAKOTA BROWN; EQUIVALENT TO SHERWIN
3.7 EXPOSED STRUCTURE AND BOLLARDS SHALL MATCH FED.
3.6 LOUVERS SHALL MATCH THE ADJACENT WALL IN COLOR.
SW 6083 SABLE.
30099 DAKOTA BROWN; EQUIVALENT TO SHERWIN WILLIAMS
AND EXTERIOR) SHALL MATCH FED. STD 595B
3.5. DOORS, DOOR FRAMES AND WINDOW FRAMES (INTERIOR
3.4. MORTAR SHALL MATCH THE CMU COLOR.
TO SHERWIN WILLIAMS SW 6083 SABLE.
MATCH FED. STD. 595B 30099 DAKOTA BROWN; EQUIVALENT
3.3. GUTTERS, DOWNSPOUTS, SOFFITS, AND PIPE GUARDS SHALL
CREAM.
EQUIVALENT TO SHERWIN WILLIAMS SW 6113 INTERACTIVE
3.2. CMU SHALL MATCH FED. STD. 595B 23617 GREYSTONE;
ITEMS.
CONDUITS, ELECTRICAL APPURTENANCES, AND SIMILAR
UNITS, MECHANICAL PENTHOUSES, ROOF TRIM, PIPES,
FLASHINGS AND COPINGS, SNOW GUARDS, MECHANICAL
TO EXTERIOR ROOF SURFACES INCLUDING SHEET METAL
SHERWIN WILLIAMS SW 6083 SABLE. APPLY ROOF COLOR
FED. STD 595B 30099 DAKOTA BROWN; EQUIVALENT TO
3.1. STANDING SEAM METAL ROOF AND FASCIA SHALL MATCH
3. EXTERIOR:
MATCH WILSONART 4878-38 PEWTER MESH.
2.7. PLASTIC LAMINATE CABINETRY AND WINDOW SILLS SHALL
SW 6083 SABLE.
30099 DAKOTA BROWN; EQUIVALENT TO SHERWIN WILLIAMS
2.6. DOORS AND DOOR FRAMES SHALL MATCH FED STD 595B
CAMPANULA BUFF.
2.5. SHEET VINYL FLOORING SHALL MATCH MEDINTECH, 84860
AZROCK COLLECTION V-211 SPRINGER SPANIEL.
2.4. VINYL COMPOSITION TILE SHALL MATCH JOHNSONITE,
2.3. RESILIENT BASE SHALL MATCH JOHNSONITE 48 GREY.
WHITE.
2.2. CEILINGS SHALL MATCH MANUFACTURER'S STANDARD
SW7632 MODERN GRAY.
2.1. WALLS SHALL BE PAINTED TO MATCH SHERWIN WILLIAMS
2. INTERIOR:
ITEMS.
PANELS, ACCESS PANELS, CONDUIT, GRILLES AND SIMILAR
PIPING ADJACENT TO THE WALL SURFACES, ELECTRICAL
TO THE WALL SURFACES. COMPLETE, INCLUDING REVEALS,
1.3. INTERIOR WALL COLOR, AS APPLICABLE, SHALL APPLY
MANUFACTURER'S.
SELECTION OF EQUAL COLORS FROM OTHER
MATERIAL SPECIFIED ARE NOT INTENDED TO LIMIT THE
MAY BE SUBMITTED FOR APPROVAL. MANUFACTURERS AND
STANDARD, AN EQUAL COLOR BY ANOTHER MANUFACTURER
ONLY, WHERE A COLOR IS SHOWN AS ONE MANUFACTURER'S
1.2. COLORS LISTED ARE FOR IDENTIFICATION PURPOSES
APPLICABLE.
1.1. THE COLORS LISTED APPLY TO ALL BUILDINGS WHERE
1. GENERAL.
COLOR NOTES:
A1
A-301
A1
A-301A4
A-301
A1
A-302
A1
A-301
A-302
A4
DN
RAMP
ELEV 100'-0"
FIN FLOOR
(SEE STR.)
ELEV 99'-6"
FIN FLOOR
A-301
A7
MCJ
MAX.
12"
MIN.
42"
M A
X
M
IN
7" TO 9"
MIN.
24"
MIN.
12"
BAR 1 (GB1)
GRAB
BAR 2 (GB2)
GRAB
JOINT (MVCJ) LOCATIONS
MASONRY VENEER CONTROL
A4
A-301
A9
A-301
A-201
F6
A-202
B3
A-202
F3
A-201
C6
BRACKET (FEB)
FIRE EXTINGUISHER
A7
A-302
A5A2
A4
A-101
1'-3"
SIDE PANEL
(PTD/WR)
RECEPTACLE
WASTE
DISPENSER /
PAPER TOWEL
1'-6"
COVE BASE
4" RESILIENT
/2
1'-8"
(TSCD)
COVER DISP
TOILET SEAT
/2
-SEE ELECTRICAL
LIGHT FIXTURE
(SEE STR.)
ELEV 99'-6"
FIN FLOOR
(SEE STR.)
ELEV +/- 99'-6"
FIN FLOOR @ LOW PT.
(SEE STR.)
ELEV +/- 99'-6"
FIN FLOOR @ LOW PT.
A-202
F8
WATER COOLER
ELECTRIC
RATED WALL
1-HOUR FIRE
(SEE STR.)
ELEV 99'-6"
FIN FLOOR
SPLASH
BACKAND SIDE
ACCESS PANEL
REMOVABLE FRONT
- SEE MECH.
LOUVER ABOVE
MECHANICAL INTAKE
SOAP DISPENSER (SD)
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PH
TRUE
PLAN
NORTH
NORTH
TOILET ROOM ELEVATON
SCALE: 3" = 1'-0"
A2
TOILET ROOM ELEVATION
SCALE: 3/8" = 1'-0"
A4
TOILET ROOM ELEVATION
SCALE: 3/8" = 1'-0"
A5
N
6"0 3" 1'
SCALE: 3" = 1'-0"
4'0 2' 8'
SCALE: 3/8" = 1'-0"
8'0 4' 16'
SCALE: 3/16" = 1'-0"
PUMPHOUSE FLOOR PLAN
SCALE: 3/16" = 1'-0"B5
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S A
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A M
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S A
C R
A M
E N
T O D
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US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
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A P
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A H
A D
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U .S
A R
M Y C
O R
P S O
F E
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IN
E E
R S
SACRAMENTO DISTRICT
MECH. SHTS.
LOUVER SEE MECH. RM.
PUMP ROOM
AND MECH ROOM 104
IN PUMP ROOM 101
EL101 FOR LIGHTING
SEE ELEC. DWG.
A-301
A7
A4
A-301
A1
A-302
A4
A-301
PUMP ROOM
CONTROL ROOM (BELOW)
AND LOCATIONS
- SEE MECH FOR SIZE
VENT THRU ROOFS
ELEC +/- 113'-10"
TOP OF ROOF
OVER CONTROL ROOM
ROOF MEMBRANE
MODIFIED BITUMEN
TOILET
LIGHT FIXTURE
(SEE ELECTRICAL)
RETURN AIR GRILL
OR EXHAUST GRILL
(SEE MECHANICAL)
RECESSED LIGHT FIXTURE
(SEE ELECTRICAL)
ACCESS PANEL
AP
OCCUPANCY SENSOR
(SEE ELECTRICAL)
OS
GYPSUM CEILING
CEILING TILE
1 X 4 LIGHT FIXTURE
(SEE ELECTRICAL)
(SEE MECHANCIAL)
TRANSFER AIR BOOT AND GRILLE
SUPPLY AIR DIFFUSER OR
2 X 4 LIGHT FIXTURE
(SEE ELECTRICAL)
IN ROOMS 101 AND 104
2. SEE ELECTRCIAL DRAWING EL101 FOR LIGHT FIXTURE LAYOUT
AND PLUMBING REQUIREMENTS.
ACCESSIBLE. SEE MECHANICAL DRAWINGS FOR ALL VENTILATION
ACOUSTICAL CEILING, AND THAT WOULD OTHERWISE NOT BE
LOCATED ABOVE THE CEILING, OTHER THAN IN SUSPENDED
VALVE, FLOW INDICATOR, DAMPER OR AIR SPLITTER THAT IS
1. ACCESS PANELS SHALL BE INSTALLED DIRECTLY BELOW EACH
REFLECTED CEILING PLAN NOTES:
2 X 2 ACOUSTICAL
REFLECTED CEILING PLAN LEGEND:
1-FIRE RATED WALL
PANELS
METAL SOFFIT
ROOM NAMES
103 MECHANICAL ROOM
102 CONTROL ROOM
101 PUMP ROOM
(SEE NOTE 1 AND PLUMBING DWGS.)
BOUNDARY
AIR BARRIER
TOILET
MECH. RM.
HIP CAP
AND LOCATIONS
- SEE MECH FOR SIZE
VENT THRU ROOF
:1
S L
O P
E
:1
S L
O P
E
A1
A-301
A4
A-301
A1
A-301
ALSO MECH
PENTHOUSE - SEE
ROOF MOUNTED
- SEE ALSO MECH.
EXHAUST FAN
ROOF MOUNTED
A1
A-301
A6
A-501
B6
A-501
F9
A-501
B6
A-501
RIDGE CAP
4:12
SLOPE
4:12
SLOPE
A1
A-302
FENCE TYPE) - TYP
GUARD (SNOW
CONT. SNOW
- TYP
FENCE TYPE)
GUARD (SNOW
CONT. SNOW
CANOPY - TYP.
DOOR
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IN
G P
L A
N
P U
M P
H O
U S
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A-102
PH
PLAN
NORTH
ROOF PLAN - BUILDING
SCALE: 1/8" = 1'-0"
A1
AT CONTROL ROOM
SCALE: 1/8" = 1'-0"
E1
N
0 8'4' 16'
SCALE: 1/8" = 1'-0"
TRUE
NORTH
PLAN
NORTH
N
TRUE
NORTH
PLAN
NORTH
N
TRUE
NORTH
CONTROL ROOM ROOF PLAN
SCALE: 1/8" = 1'-0"
E1
REFLECTED CEILING PLAN
AIR BARRIER PLAN
SCALE: 1/16" = 1'-0"
PLAN
N
TRUE
NORTH
0 8' 32'16'
SCALE: 1/16" = 1'-0"
L
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S A
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T O
C A
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IF
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S A
C R
A M
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T O D
IS
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US Army Corps
U .S
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A H
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N E
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
TRUSS BEARING
DOOR HEAD
ELEV. 107'-2"
ELEV. 108'-6"
ACCENT BAND
TOP OF UPPER
FINISH FLOOR
ELEV. 100'-0"
METAL ROOFING
STANDING SEAM
ELEV. 115'-10"
REFER TO ELEC. SHTS.
LIGHT FIXTURE
ELEV. 103'-2"
ACCENT BAND
TOP OF LOW
METAL FASCIA
PREFINISHED
SPLIT FACE CMU
METAL FASCIA PANELS
SSMR AND PREFINISHED
CANOPY CONSISTING OF
CMU ACCENT BAND
HALF-SCORED SMOOTH
INTEGRALLY COLORED
SPLIT FACE CMU
INTEGRALLY COLORED
CMU ACCENT BAND
HALF-SCORED SMOOTH
INTEGRALLY COLORED
BEYOND - SEE MECH.
PLUMBING VENT
- SEE MECH.
INTAKE AIR PENTHOUSE
PUMP RM. FIN FL-LOW PT.
ELEV. 99'-6"
HIP FLASHING
METAL RIDGE AND
TRUSS BEARING
DOOR HEAD
ELEV. 107'-2"
ELEV. 108'-6"
ACCENT BAND
TOP OF UPPER
FINISH FLOOR
ELEV. 100'-0"
ELEV. 115'-10"
ELEV. 103'-2"
ACCENT BAND
TOP OF LOW
CMU ACCENT BAND
HALF-SCORED SMOOTH
INTEGRALLY COLORED
SPLIT FACE CMU
INTEGRALLY COLORED
CMU ACCENT BAND
HALF-SCORED SMOOTH
INTEGRALLY COLORED
- SEE MECH.
EXHAUST FAN
PUMP RM. FIN FL-LOW PT.
ELEV. 99'-6"
HIP FLASHING
METAL RIDGE AND
PANEL FASCIA
METAL WALL
PREFINISHED
METAL ROOFING
STANDING SEAM
METAL FASCIA
PREFINISHED
REFER TO ELEC. SHTS.
LIGHT FIXTURE
CENTER OVER DOORS - TYP.
METAL FASCIA PANELS
SSMR AND PREFINISHED
CANOPY CONSISTING OF
(SEE STR).
ELEV +/- 125'-0"
T.O. TRUSS
ELEV. 109'-2"
B. O. CANOPY
SPACING AND DETAILS
MCJ'S. SEE STR FOR
MVCJ - ALIGN WITH
SPACING AND DETAILS
MCJ'S. SEE STR FOR
MVCJ - ALIGN WITH
ASSEMBLY - TYP.
SNOW GUARD
PREFINISHED METAL
FLASHING - TYP.
PREFINISHED STEPPED
FASCIA PANELS
PREFINISHED METAL
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H O
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A-201
PH
NORTH ELEVATION
SCALE: 3/16 = 1'-0"
F6
SOUTH ELEVATION
C6
8'0 4' 16'
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ADVERTISEMENT
S A
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A M
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T O
C A
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IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
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J S
T R
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T
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P T
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N A
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L D
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L A
F B
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P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
E
O M
A H
A D
IS
T R
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T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
TRUSS BEARING
DOOR HEAD
ELEV. 107'-2"
ELEV. 108'-6"
ACCENT BAND
TOP OF UPPER
FINISH FLOOR
ELEV. 100'-0"
METAL ROOFING
STANDING SEAM
ELEV. 115'-10"
PLUMBING VENT
REFER TO ELEC. SHTS.
LIGHT FIXTURE
ELEV. 103'-2"
ACCENT BAND
TOP OF LOW
METAL FASCIA
PREFINISHED
8" CMU
METAL WALL PANELS
SSMR AND PREFINISHED
CANOPY CONSISTING OF
CMU ACCENT BAND
HALF-SCORED SMOOTH
INTEGRALLY COLORED
SPLIT FACE CMU
INTEGRALLY COLORED
CMU ACCENT BAND
HALF-SCORED SMOOTH
INTEGRALLY COLORED
TRUSS BEARING
DOOR HEAD
ELEV. 107'-2"
ELEV. 108'-6"
ACCENT BAND
TOP OF UPPER
FINISH FLOOR
ELEV. 100'-0"
METAL ROOFING
STANDING SEAM
ELEV. 115'-10"
REFER TO ELEC. SHTS.
LIGHT FIXTURE
ELEV. 103'-2"
ACCENT BAND
TOP OF LOW
METAL FASCIA
PREFINISHED
METAL WALL PANELS
SSMR AND PREFINISHED
CANOPY CONSISTING OF
CMU ACCENT BAND
HALF-SCORED SMOOTH
INTEGRALLY COLORED
CMU ACCENT BAND
HALF-SCORED SMOOTH
INTEGRALLY COLORED
SPLIT FACE CMU
INTEGRALLY COLORED
- SEE MECH.
EXHAUST FAN
BEYOND - SEE MECH.
INTAKE AIR PENTHOUSE
BEYOND - SEE MECH.
INTAKE AIR PENTHOUSE
SPLIT FACE CMU
(SEE STR).
ELEV +/- 125'-0"
T.O. TRUSS
ELEV. 109'-2"
B. O. CANOPY
ELEV. 109'-10"
B. O. CANOPY
SPACING AND DETAILS
MCJ'S. SEE STR FOR
MVCJ - ALIGN WITH
SPACING AND DETAILS
MCJ'S. SEE STR FOR
MVCJ - ALIGN WITH
TRUSS BEARING
DOOR HEAD
ELEV. 107'-2"
ELEV. 108'-6"
ACCENT BAND
TOP OF UPPER
FINISH FLOOR
ELEV. 100'-0"
METAL ROOFING
STANDING SEAM
ELEV. 115'-10"
ELEV. 103'-2"
ACCENT BAND
TOP OF LOW
METAL FASCIA
PREFINISHED
SPLIT FACE CMU
(SEE STR).
ELEV +/- 125'-0"
T.O. TRUSS
ELEV = 99'-6"
PUMP RM LOW PT.
FINISH FLOOR @
AS PER MFTR. - SEE STRUCT.
PREFABRICATED TRUSS
ELEV = 111'-6"
HOOK HEIGHT
MIN BRIDGE CRANE
TROLLEY - SEE STRUCT.
BRIDGE CRANE, BEAM, AND
FLASHING - TYP.
PREFINISHED STEPPED
FASCIA PANELS
PREFINISHED METAL
EXHAUST HOOD
MECHANICAL
INTAKE LOUVER
16" BY 8" MECHANICAL
13'-4" 12'-8"
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A-202
EAST ELEVATION
SCALE: 3/16" = 1'-0"
F3
BUILDING CROSS SECTION
SCALE: 3/16" = 1'-0"
F8
WEST ELEVATION
SCALE: 3/16" = 1'-0"
B3
8'0 4' 16'
SCALE: 3/16" = 1'-0"
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SHEET ID
G
2 3 4 5 6 7 8 9 10
F
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B
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J U
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F
IE
L D N
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B E
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F
IL
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A M
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W -1
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ADVERTISEMENT
S A
C R
A M
E N
T O
C A
L
IF
O R
N
IA
S A
C R
A M
E N
T O D
IS
T R
IC
T
J S
T R
E E
T
O
P T
IO
N A
L F
IE
L D
H
IL
L A
F B
U T
R E
P L
A C
E P
O L F
A C
IL
IT
IE
S
P N
D E
S C
H O
L D
E N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P O
F E
N G
IN
E E
R S
O M
A H
A
N E
C
A P
IT
O L A
V E
N U
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O M
A H
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SACRAMENTO DISTRICT
8" C.M.U.
2 LAYERS (R-33)
RIGID INSULATION
STEEL DECKING
BATT INSUL.
SPF INSULATION
STEEL TRUSS BEYOND
THRU-WALL FLASHING
SCHEDULE
DOOR SEE
" GWB8
5WITH
AT 16" O.C. COVERED
2" METAL STUDS
METAL ROOFING
STANDING SEAM
EL.=108'-6"
T.O. ACCENT CMU
EL.=99'-6"
FINISH FLOOR @ PUMP RM
EL.=100'-0"
FINISH FLOOR
FACE CMU
SMOOTH
FINISH FLOOR
EL. = 100'-0"
WALL - SEE STR.
FOUNDATION
CONCRETE
TOP OF CURB
EL. = 99'-10"
FIN. FLR.
EL. = 99'-6"
AT 16" O.C.
4" METAL STUDS
INSULATION
2" PERIMETER
BASE
STEEL JOIST
CMU (TYP.)
8" REINFORCED
W
IN
D O
W O
P E
N
IN
G
GLASS
60 MIN FIRE
8" CMU BOND BEAMCEILING
ACOUSTICAL TILE
RETARDER
(R-13) WITH VAPOR
BATT INSULATION
TOP OF CMU
ELEV. = 113'-2"
ROOFING
MODIFIED BITUMEN
FLASHING
SHEET METAL
CLEAT
CONTINUOUS
RIGID INSULATION (R-19)
2 LAYERS OF
FIN. FLOOR
EL. = 100'-0"
O.C. - TYP.
STUDSAT 16"
4" STEEL
SCHEDULED
BASE AS
SLAB - SEE STR.
CONC. FLOOR
INSULATION (R-11)
RIGID CAVITY WALL
EL.= 108'-6"
T.O. ACCENT CMU
FACE CMU
SMOOTH
CMU
SPLIT FACE
CMU
SPLIT FACE
EL.=115'-10"
T.O. CMU
EA. SIDE
" GWB8
@ 16" O.C.
6" STL. STUDS
" GWB OVER8
TILE CEILING
ACOUSTICAL
INSULATION
2" PERIMETER
STRUCT. SHTS.
FOUNDATION SEE
VAPOR RETARDER
SHIELD/AIR BARRIER/
ICE AND WATER
DOOR FRAME
PRESSED STL.
THRESHOLD
METAL
2'-0"
TILE CEILING
ACOUSTICAL
END - SEE STR.
W/ EXTENDED
STEEL TRUSS
A-301
F9
METAL FASCIA
PREFINISHED SHT
PANELS
METAL SOFFIT
PREFINISHED
- SEE STR.
CONT. BENT PL
UNDERLAYMENT BD.
END - SEE STR.
W/ EXTENDED
STEEL TRUSS
STEEL TRUSS BEYOND
EL.=115'-10"
T.O. CMU
- SEE STR.
CONT. BENT PL
METAL FASCIA
PREFINISHED SHT
PANELS
METAL SOFFIT
PREFINISHED
EL.=109'-2"
B.O. CANOPY
2 LAYERS (R-33)
RIGID INSULATION
STEEL DECKING
BATT INSUL.
SPF INSULATION
METAL ROOFING
STANDING SEAM
VAPOR RETARDER
SHIELD/AIR BARRIER/
ICE AND WATER
UNDERLAYMENT BOARD
A-701
E4
A-501
F6
A-701
A4
A-701
F2
A-701
E2
1" DEFLECTION
ACCOMMODATE
ASSEMBLY TO
PLATES OR PREFAB.
CONT 16 GA BENT
EL.= 107'-2"
/B.O. ACCENT BAND
T.O. DOOR OPNG
EL.=107'-2"
B.O. ACCENT CMU
A-501
F2
A-501
F2
EL.=103'-2"
ACCENT CMU
T.O. BOTTOM
A-501
F2
" GWB8
INSULATION (R-11)
RIGID CAVITY WALL
FASCIA PANELS
PREFINISHED METAL
FASCIA PANELS
PREFINISHED METAL
A-702
E8
MEMBRANE - TYP.
CONT. AIR BARRIER
MEMBRANE - TYP.
CONT. AIR BARRIER
MEMBRANE - TYP.
CONT. AIR BARRIER
BARRIER - SEE STR.
CAPILLARY WATER
- SEE STR.
VAPOR RETARDER
INSULATION - TYP.
SILL SEALER
A-601
B8
SPECIFIED
W/ WEEP HOLES AS
THRU-WALL FLASHING8" C.M.U.
SPLIT FACE CMU
TOP OF CMU
ELEV. = 113'-2"
CONT. AIR BARRIER MEMBRANE
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A-301
PH
INCH = 1 FOOT1/8SCALE:
WALL SECTION @ PUMP ROOM
SCALE: 3/4" = 1'-0"
WALL SECTION @ DOOR-CONTROL ROOM
WALL SECTION BETWEEN PUMP-CTL ROOM
A7
WALL SECTION @ TOILET ROOM
A9
DETAIL AT WALL BASE
SCALE: 1-1/2" = 1'-0"
F9
1' 2'0 6"
2'0 1' 4'
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