W9128A-19-R-0014_Drawings_-_Package_2_(Part_3_of_14).pdf
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- W9128A-19-R-0014
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W9128A-19-R-0014 Drawings - Package 2 (Part 3 of 14)
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1:02:43 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
J U
N E
RTA
MATCH LINE WEST WING
1/8"=1'-0" A1
FOUNDATION PLAN - WEST ADMINISTRATION WING
MATCH LINE WEST WING
WALL SEE ARCH
INDICATES NON-STRUCTURAL
INDICATES NEW CONC WALL
INDICATES NEW CMU WALL
BE REMAIN
INDICATES (E) CMU WALL TO
LEGEND
REFERENCE DRAWINGS:
SLAB ON GRADE NOTES:
SEE ARCH DWGS
STUD WALL,
NON STRUCTURAL
SEE ARCH DWGS
STUD WALL,
NON STRUCTURAL
3. TYPICAL CMU WALL DETAILS SEE S-008
2. TYPICAL CONC WALL DETAILS, SEE S-007
1. TYPICAL CONC SOG DETAILS SEE S-005 & S-006
5" CONC S.O.G.
DEPRESSED SLAB
SEE TYP.
(E) STEEL COLUMN
W/ #4 AT 16" EA. WAY
5" CONC. SLAB-ON-GRADE
E7
S-501
8" CMU INFILL
C4
S-501
SEE TYP.
(E) STEEL COLUMN
SEE TYP.
(E) STEEL COLUMN
WF-2
WF-2
WF-2
WF-4
W F -3
WF-4
W F -3
C1
S-501
M A
T C
H L
IN
E S
E E S
H E
E T S -1
F
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T
6" CONCRETE CURB
C8
S-514
C4
S-501
C4
S-501
DN
S-006
A6
SEE ARCH AND
STAIR ON GRADE,
E7
S-501
TYPTYP
A6
S-501
SEE
8" CMU INFILL
A8
S-501
D4
S-516
SEE MECH DWG.
MECH EQUIPMENT,
SEE A1/S-005
EQUPMENT PAD,
TYP
A1
S-510
DWG AND A1/S-005
PAD. SEE ELEC
TRANSFORMER ON
DETAILS ON S-008 AND S-009.
ELECTRICAL, AND TELECOM DRAWINGS. SEE
FIRE PROTECTION, PLUMBING, MECHANICAL,
FOR WALL PENETRATIONS SEE ARCHITECTURAL,8.
WITH SPECIFICATION SECTION 31 31 16.19
PROVIDE PHYSICAL TERMITE BARRIER IN ACCORDANCE7.
PECIFICATION SECTION 31 31 16.13
PROVIDE CHEMICAL TREATMENT IN ACCORDANCE WITH 6.
PRIOR TO DEMOLITION.
TO THE CONTRACTING OFFICER FOR APPROVAL
CONTRACTOR SHALL SUBMIT TRENCHING PLANS
PLUMBING, ELECTRICAL, AND TELECOM DRAWINGS.
COORDINATED WITH ARCHITECTURAL, MECHANICAL,
5. TRENCH WORK SIZE AND LOCATION SHALL BE
ARCHITECTURAL AND CIVIL DRAWINGS.
4. FOR EXTERIOR CONCRETE SLAB-ON-GRADE SEE
ADJACENT POURS.
TWENTY ONE (21) DAYS LAPSED TIME BETWEEN
3. SLABS SHALL BE POURED WITH A MINIMUM
ELECTRICAL, AND MECHANICAL DRAWINGS.
AND CURB LOCATIONS, SEE ARCHITECTURAL,
LOCATIONS, SLOPES TO DRAIN AND EQUIPMENT PAD
2. FOR FLOOR ELEVATIONS, DEPRESSED SLABS
DEPRESSED AREAS.
AND SHALL BE MAINTAINED AT ALL SLOPED AND
1. THICKNESS OF SLAB-ON-GRADE SHOWN ARE MINIMUM
SEE ARCHITECTURAL
SLAB ELEVATION OR DEPRESSION.
INDICATES CHANGES IN TOP OF
A3
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1:02:45 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
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N E
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1/8"=1'-0" A1
FOUNDATION PLAN - EAST ADMINISTRATION WING
WALL SEE ARCH
INDICATES NON-STRUCTURAL
INDICATES NEW CONC WALL
INDICATES NEW CMU WALL
BE REMAIN
INDICATES (E) CMU WALL TO
LEGEND
REFERENCE DRAWINGS:
SLAB ON GRADE NOTES:
SEE ARCH DWGS
STUD WALL,
NON STRUCTURAL
SEE ARCH DWGS
STUD WALL,
NON STRUCTURAL
TYP
ARCH DWGS,
WINDOW, SEE
RESISTANT
BLAST
3. TYPICAL CMU WALL DETAILS SEE S-008
2. TYPICAL CONC WALL DETAILS, SEE S-007
1. TYPICAL CONC SOG DETAILS SEE S-005 & S-006
5" CONC S.O.G.
DEPRESSED SLAB
WF-2
WF-2
WF-2
WF-4
W F -2
WF-4
8" CMU INFILL
8" CMU INFILL
C4
S-501
SEE TYP.
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A6
S-503
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STAIR ON GRADE,
S-006
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SEE
EQUIPMENT PAD,
S-005
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TYP
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SEE TYP
(E) STEEL COLUMN
S-510
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S-510
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S-510
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AND A1/S-005
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ON PAD. SEE
TRANSFORMER
AND A1/S-005
ELEC DWG
ON PAD. SEE
TRANSFORMER
TYP
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S-501
SEE
INFILL WALL
8" CMU
A8
S-008
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C4
SEE TYP.
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SEE TYP.
(E) STEEL COLUMN
S-501
C4
SEE TYP.
(E) STEEL COLUMN
S-501
C4
SEE TYP.
(E) STEEL COLUMN
SEE ARCHITECTURAL
SLAB ELEVATION OR DEPRESSION.
INDICATES CHANGES IN TOP OF
DETAILS ON S-008 AND S-009.
ELECTRICAL, AND TELECOM DRAWINGS. SEE
FIRE PROTECTION, PLUMBING, MECHANICAL,
FOR WALL PENETRATIONS SEE ARCHITECTURAL,8.
WITH SPECIFICATION SECTION 31 31 16.19
PROVIDE PHYSICAL TERMITE BARRIER IN ACCORDANCE7.
PECIFICATION SECTION 31 31 16.13
.PROVIDE CHEMICAL TREATMENT IN ACCORDANCE WITH 6
PRIOR TO DEMOLITION.
TO THE CONTRACTING OFFICER FOR APPROVAL
CONTRACTOR SHALL SUBMIT TRENCHING PLANS
PLUMBING, ELECTRICAL, AND TELECOM DRAWINGS.
COORDINATED WITH ARCHITECTURAL, MECHANICAL,
5. TRENCH WORK SIZE AND LOCATION SHALL BE
ARCHITECTURAL AND CIVIL DRAWINGS.
4. FOR EXTERIOR CONCRETE SLAB-ON-GRADE SEE
ADJACENT POURS.
TWENTY ONE (21) DAYS LAPSED TIME BETWEEN
3. SLABS SHALL BE POURED WITH A MINIMUM
ELECTRICAL, AND MECHANICAL DRAWINGS.
AND CURB LOCATIONS, SEE ARCHITECTURAL,
LOCATIONS, SLOPES TO DRAIN AND EQUIPMENT PAD
2. FOR FLOOR ELEVATIONS, DEPRESSED SLABS
DEPRESSED AREAS.
AND SHALL BE MAINTAINED AT ALL SLOPED AND
1. THICKNESS OF SLAB-ON-GRADE SHOWN ARE MINIMUM
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1:02:48 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
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N E
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INDICATES (E) CMU WALL TO
BE REMAIN
INDICATES NEW CMU WALL
INDICATES NEW CONC WALL
INDICATES NON-STRUCTURAL
WALL SEE ARCH
LEGENDREFERENCE DRAWINGS: FRAMING NOTES:
A5
S-510
A1
S-510
S-514
A1
INDICATES 5" CONC S.O.G.
S-511
A7
M A
T C
H L
IN
E S
E E S
H E
E T S -1
F
O R C
O N
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M A
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H L
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E E S
H E
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F
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O N
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S-510
A5
S-510
A5
TYP
A5
S-510
HOT WATER
STORAGE
TANK, SEE
PLUMB DWGS.
EQUIPMENT
PAD, SEE
A1/S-005
1. TYPICAL CONC SOG DETAILS S-005 AND S-006
2. TYPICAL CONC WALL DETAILS S-007
3. TYPICAL CMU WALL DETAILS S-008
(E) CONCRETE
SLAB-ON-GRADE
CRAWL SPACE
FINISH GRADE, TYP.
INDICATES CHANGES IN TOP OF
SLAB ELEVATION OR DEPRESSION.
SEE ARCHITECTURAL
1.THICKNESS OF SLAB-ON-GRADE SHOWN ARE MINIMUM AND
SHALL BE MAINTAINED AT ALL SLOPED AND DEPRESSED AREAS.
2.FOR FLOOR ELEVATIONS, DEPRESSED SLABS LOCATIONS SLOPES
TO DRAIN AND EQUIPMENT PAD AND CURB LOCATIONS, SEE
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS.
3.SLABS SHALL BE POURED WITH A MINIMUM TWENTY ONE (21)
DAYS LAPSED TIME BETWEEN ADJACENT POURS.
4. FOR EXTERIOR CONCRETE SLAB-ON-GRADE SEE ARCHITECTURAL
AND CIVIL DRAWINGS.
5.PROVIDE CHEMICAL TREATMENT IN ACCORDANCE WITH
SPECIFICATION SECTION 31 31 16.13.
6.PROVIDE PHYSICAL TERMITE BARRIER IN ACCORDANCE WITH
SPECIFICATION SECTION 31 31 16.19.
7.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)
SEE ARCHITECTURAL DRAWINGS.
8.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,
PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.
SEE DETAILS ON S-008 AND S-009.
A1
S-510
A1
S-510
P T
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N A
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S -1
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S-103
BLDG 130
1/8"=1'-0" A1
FOUNDATION PLAN - UEPH
F O
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D A
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N P
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N U
E P
H
T H
B H
R N C
Y
D M
5 6 7 8 9 10 11 12 13 14 15 16 17
B
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D
E
0 8'4' 16'
SCALE: 1/8"=1'-0"
PLAN
NORTH
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A
211661
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F
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S-401
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1:02:50 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
J U
N E
RTA
TYPICAL UNIT
FULL-HEIGHT CONC
INFILL WALL W/ #4
AT 16" EA WAY, TYP
LEGENDREFERENCE DRAWINGS: FRAMING NOTES:
FP-01
INDICATES (E) CMU WALL TO
BE REMAIN
INDICATES NEW CMU WALL
INDICATES NEW CONC WALL
INDICATES NON-STRUCTURAL
WALL SEE ARCH
INDICATES FRP REINFORCED
(E) PRESTRESSED PLANK, SEE
SLAB SCHEDULE A1/S-010
OPEN TO BELOW
S-511
A1
S-511
A7
CONC SLAB
INFILL
FP-01 FP-01
(E) PRESTRESSED
PLANK AND CONC.
TOPPING, TYP
1. TYPICAL CONC WALL DETAILS S-007
2. TYPICAL CMU WALL DETAILS S-008
1.EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR TO REPAIR
FLOOR PENETRATION PER TYPICAL REPAIR DETAIL E1/S-009.
2.THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER AND
ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.
3.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)
SEE ARCHITECTURAL DRAWINGS.
4.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,
PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.
SEE DETAILS ON S-008 AND S-009.
M A
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FIRST FLOOR FRAMING PLAN - UEPH
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1:02:51 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
J U
N E
RTA
1/8"=1'-0" A1
ROOF FRAMING PLAN - WEST ADMINISTRATION WING
(E) W4 X 13
WALL SEE ARCH
INDICATES NON-STRUCTURAL
INDICATES NEW CONC WALL
INDICATES NEW CMU WALL
BE REMAIN
INDICATES (E) CMU WALL TO
LEGEND
S-501
F1
MATCH LINE WEST WING
MATCH LINE WEST WING
F4
S-501
(E) W10 X 22
(E
W X
(E) W10 X 22
(E) W10 X 22
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
F4
S-501
M A
T C
H L
IN
E S
E E S
H E
E T S -1
F
O R C
O N
T
R O
O F R
ID
G E
MAX
10-0"
TYP
(E) TRUSS
(E) TRUSS
(E) TRUSS
ADMIN ROOF
TYPICAL ENTIRE
L3-1/2X3-1/2X1/4
PRIMARY BLOCKING:
BLK
SECONDARY
BLK
SECONDARY
BLK
SECONDARY
BLK
SECONDARY
BLK
SECONDARY
BLK
SECONDARY
BLK
SECONDARY
BLK
SECONDARY
MAX
10-0"
MAX
10-0"
MAX
10-0"
MAX
10-0"
L3-1/2X3-1/2X1/4
SECONDARY BLOCKING:
DETAILS ON S-008 AND S-009.
ELECTRICAL, AND TELECOM DRAWINGS. SEE
FIRE PROTECTION, PLUMBING, MECHANICAL,
FOR WALL PENETRATIONS SEE ARCHITECTURAL,3.
DRAWINGS.
ELEVATIONS, ETC.) SEE ARCHITECTURAL
STRUCTURAL DRAWINGS, (DIMENSIONS, SLOPES,
FOR BALANCE OF INFORMATION NOT SHOWN ON2.
WITH MECHANICAL EQUIPMENT AND DUCTS.
SHALL COORDINATE SUPPORT FRAMING LOCATION
EQUIPMENT SUPPORT FRAMING. CONTRACTOR
EQUIPMENT AND DUCTS. SEE S-502 FOR MECHANICAL
SEE MECHANICAL DRAWINGS FOR LOCATIONS OF1.
ROOF FRAMING NOTES
P T
IO
N A
L V
A L
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S -1
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S-105
R O
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BLDG 130
A U T
H E
R
B H
R N C
Y
D M
1 2 3 4
A
B
C
D
E
1 432 5 6
0 8'4' 16'
SCALE: 1/8"=1'-0"
PLAN
NORTH
E
A
211661
A.5
F
KEY PLAN
S-502
A6
L
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A T
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N N
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S
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D B
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D R
A W
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S
U E D
A T
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
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L D B
A R
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D A R
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A
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B
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IN
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1:02:53 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
J U
N E
RTA
1/8"=1'-0" A1
ROOF FRAMING PLAN - EAST ADMINISTRATION WING
INDICATES (E) CMU WALL TO
BE REMAIN
INDICATES NEW CMU WALL
INDICATES NEW CONC WALL
INDICATES NON-STRUCTURAL
WALL SEE ARCH
LEGEND
(E) W4 X 13
S-501
F1
(E) CONCRETE
CEILING BELOW
M A
T C
H L
IN
E S
E E S
H E
E T S -1
F
O R C
O N
T
(E
W X
(E
W X
8" CMU INFILL
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
(E
W X
(E) W10 X 22
(E) W10 X 22
(E
W X
(E
W X
(E) W10 X 22
R O
O F R
ID
G E
(E) TRUSS
(E) TRUSS
TYP
(E) TRUSS
TYPICAL ENTIRE
ADMIN ROOF
1.SEE MECHANICAL DRAWINGS FOR LOCATIONS OF
EQUIPMENT AND DUCTS. SEE S-502 FOR MECHANICAL
EQUIPMENT SUPPORT FRAMING. CONTRACTOR
SHALL COORDINATE SUPPORT FRAMING LOCATION
WITH MECHANICAL EQUIPMENT AND DUCTS.
2.FOR BALANCE OF INFORMATION NOT SHOWN ON
STRUCTURAL DRAWINGS, (DIMENSIONS, SLOPES,
ELEVATIONS, ETC.) SEE ARCHITECTURAL
DRAWINGS.
3.FOR WALL PENETRATIONS SEE ARCHITECTURAL,
FIRE PROTECTION, PLUMBING, MECHANICAL,
ELECTRICAL, AND TELECOM DRAWINGS. SEE
DETAILS ON S-008 AND S-009.
ROOF FRAMING NOTES
PRIMARY BLOCKING:
L3-1/2X3-1/2X1/4
SECONDARY BLOCKING:
L3-1/2X3-1/2X1/4
SECONDARY
BLK
SECONDARY
BLK
SECONDARY
BLK
SECONDARY
BLK
P T
IO
N A
L V
A L
U E s b -B
S -1
.d
S-106
O
O F F
R A
M
IN
G P
L A
N E
A S
T A
D M
IN
IS
T R
A T
IO
N W
IN
G
BLDG 130
A U T
H E
R
B H
R N C
Y
D M
C
D
E
F
B
A.5
0 8'4' 16'
SCALE: 1/8"=1'-0"
PLAN
NORTH
E
A
211661
A.5
F
KEY PLAN
S-502
LEGENDREFERENCE DRAWINGS: FRAMING NOTES:
A8
S-515
(E) 5 1/2"
CONC SLAB
(E) 5 1/2"
CONC SLAB
M A
T C
H L
IN
E S
E E S
H E
E T S -1
F
O R C
O N
T
M A
T C
H L
IN
E S
E E S
H E
E T S -1
F
O R C
O N
T
W x B
L W
INDICATES (E) CMU WALL TO
BE REMAIN
INDICATES NEW CMU WALL
INDICATES NEW CONC WALL
INDICATES NON-STRUCTURAL
WALL SEE ARCH
PRESTRESSED PLANK
PENETRATION, SEE
C3/S-009 AND MECH
DWGS
8" CONC INFILL,
SEE A1/S-515, SIM
8" CONC INFILL,
SEE A1/S-515, SIM
1. TYPICAL CONC WALL DETAILS S-007
2. TYPICAL CMU WALL DETAILS S-008
1.EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR TO REPAIR
FLOOR PENETRATION PER TYPICAL REPAIR DETAIL E1/S-009.
2.THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER AND
ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.
3.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)
SEE ARCHITECTURAL DRAWINGS.
4.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,
PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.
SEE DETAILS ON S-008 AND S-009.
TYPICAL UNIT (E) PRESTRESSED
PLANK AND CONC.
TOPPING, TYP
A3
S-516
CONC HEADER,
SEE
A3
S-516
CONC HEADER,
SEE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
F Y Q
U A
D A R
E P
A
IR
B
L D
G S
A
N D
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
R E
G
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N A
L E
N G
IN
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IN
G C
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T E
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H O
N O
L U
L U D
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T R
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F T S
H A
F T
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H A
W
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E
1:02:56 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
J U
N E
RTA
S-107
P T
IO
N A
L V
A L
U E
E
C O
N D F
L O
O R F
R A
M
IN
G P
L A
N A
N D L
O W
E R R
O O
F
F R
A M
IN
G P
L A
N U
E P
H
1/8"=1'-0" A1
SECOND FLOOR FRAMING PLAN AND LOWER ROOF FRAMING PLAN - UEPH BLDG 130
s b -B
S -1
.d g n
T H
B H
R N C
Y
D M
5 6 7 8 9 10 11 12 13 14 15 16 17
B
C
D
E
0 8'4' 16'
SCALE: 1/8"=1'-0"
PLAN
NORTH
E
A
211661
A.5
F
KEY PLAN
A6
S-401
S-512
A1
A1
S-402
A5
S-402
LEGENDREFERENCE DRAWINGS: FRAMING NOTES:
MECHANICAL PAD,
SEE A1/S-005
MECH EQUIP
SEE MECH
DWGS
S-515
A8
INDICATES (E) CMU WALL TO
BE REMAIN
INDICATES NEW CMU WALL
INDICATES NEW CONC WALL
INDICATES NON-STRUCTURAL
WALL SEE ARCH
INDICATES FRP REINFORCED
(E) PRESTRESSED PLANK, SEE
SLAB SCHEDULE A1/S-010
FP-01FP-01
FP-01
FULL-HEIGHT CONC INFILL WALL, TYP
(E) 5 1/2"
CONC SLAB
(E) 5 1/2"
CONC SLAB
A1
S-513 S-513
A6
S-513
D6
S-513
D1 S-515
A8
S-511
D1
S-511
D4
S-511
D7
PRESTRESSED PLANK
PENETRATION, SEE
C3/S-009 AND MECH
DWGS
PRESTRESSED
PLANK PENETRATION,
SEE C3/S-009 AND
MECH DWGS
8" CONC INFILL,
SEE A1/S-515, SIM
8" CONC INFILL,
SEE A1/S-515, SIM
(E) PRESTRESSED
PLANK AND CONC.
TOPPING, TYP
TYPICAL UNIT
1.EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR TO REPAIR
FLOOR PENETRATION PER TYPICAL REPAIR DETAIL E1/S-009.
2.THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER AND
ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.
3.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)
SEE ARCHITECTURAL DRAWINGS.
4.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,
PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.
SEE DETAILS ON S-008 AND S-009.
1. TYPICAL CONC WALL DETAILS S-007
2. TYPICAL CMU WALL DETAILS S-008
A3
S-516
CONC HEADER,
SEE A3
S-516
CONC HEADER,
SEE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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M A
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S
IZ
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S U
B M
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T E
D B
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D A
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C O
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C T N
O
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K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
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L D B
A R
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S
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H U
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W A
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F Y Q
U A
D A R
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A
IR
B
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G S
A
N D
N O
L U
L U
H I
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T R
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N A
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T R
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1:02:58 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
J U
N E
RTA
S-108
P T
IO
N A
L V
A L
U E
IR
D F
L O
O R F
R A
M
IN
G P
L A
N U
E P
1/8"=1'-0"
THIRD FLOOR FRAMING PLAN - UEPH BLDG 130
s b -B
S -1
.d g n
T H E
R
B H
R N C
Y
D M
5 6 7 8 9 10 11 12 13 14 15 16 17
B
C
D
E
0 8'4' 16'
SCALE: 1/8"=1'-0"
PLAN
NORTH
E
A
211661
A.5
F
KEY PLAN
A6
S-401
S-512
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
R
IP
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N
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M A
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D B
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D A
T E
C O
N T
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C T N
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
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L D B
A R
R A
C K
S
O A
H U
H A
W A
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D A R
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A
IR
B
L D
G S
A
N D
N O
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L U
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T R
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N A
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F T S
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W
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E
1:03:00 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
J U
N E
RTA
LEGENDREFERENCE DRAWINGS: ROOF FRAMING NOTES:
(E) Z PURLINS
AT 4'-0", TYP
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
(E
T R
U S
S
ROOF RIDGE
TYPICAL ENTIRE
UEPH ROOF
A6
S-502 A9
S-502
(E) CMU WALL
1.SEE MECHANICAL DRAWINGS FOR LOCATIONS OF EQUIPMENT AND
DUCTS. SEE S-502 FOR MECHANICAL EQUIPMENT SUPPORT FRAMING.
CONTRACTOR SHALL COORDINATE SUPPORT FRAMING LOCATION
WITH MECHANICAL EQUIPMENT.
2.FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)
SEE ARCHITECTURAL DRAWINGS.
3.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,
PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.
SEE DETAILS ON S-008 AND S-009.
1. TYPICAL CONC WALL DETAILS S-007
2. TYPICAL CMU WALL DETAILS S-008
INDICATES (E) CMU WALL TO
BE REMAIN
INDICATES NEW CMU WALL
INDICATES NEW CONC WALL
INDICATES NON-STRUCTURAL
WALL SEE ARCH
S E
C O
N D
A R
Y
B L
O C
K
IN
G
M A
X
M A
X
S E
C O
N D
A R
Y
B L
O C
K
IN
G
S E
C O
N D
A R
Y
B L
O C
K
IN
G
S-515
F1
MECH EQUIP
BELOW, SEE
MECH DWG
S-515
F7
TYP
W10x12
BLKG
W10x12
W10x12
PRIMARY BLOCKING
S E
C O
N D
A R
Y
B L
O C
K
IN
G
S E
C O
N D
A R
Y
B L
O C
K
IN
G
PRIMARY BLOCKING
S E
C O
N D
A R
Y
B L
O C
K
IN
G
S E
C O
N D
A R
Y
B L
O C
K
IN
G
PRIMARY BLOCKING
TYP
MAX,
10'-0"
TYP
MAX,
10'-0"
TYP
MAX,
10'-0"
M A
X
M A
X
SECONDARY BLOCKING
L3-1/2x3-1/2x1/4
TYP
MAX,
10'-0"
TYP
MAX,
10'-0"
TYP
MAX,
10'-0"
PRIMARY BLOCKING
L5x5x5/16
M A
X
M A
X
M A
X
PRIMARY BLOCKING
S E
C O
N D
A R
Y B
L K
S E
C O
N D
A R
Y B
L K
PRIMARY BLOCKING
S E
C O
N D
A R
Y B
L K
S E
C O
N D
A R
Y B
L K
PRIMARY BLOCKING
PRIMARY BLOCKING
S E
C O
N D
A R
Y B
L K
S E
C O
N D
A R
Y B
L K
PRIMARY BLOCKING
M A
X
TYP
MAX,
10'-0"
TYP
MAX,
10'-0"
TYP
MAX,
10'-0"
PRIMARY BLOCKING
PRIMARY BLOCKING
F1
S-515
SIM
M
IN
P T
IO
N A
L V
A L
U E s b -B
S -1
.d
1/16"=1'-0"
ROOF FRAMING PLAN - UEPH
S-109
R O
O F F
R A
M
IN
G P
L A
N U
E P
H
BLDG 130
E R
B H
R N C
Y
D M
5 6 7 8 9 10 11 12 13 14 15 16 17
B
C
D
E
0 8'4' 16'
SCALE: 1/8"=1'-0"
PLAN
NORTH
E
A
211661
A.5
KEY PLAN
L
IC
IT
A T
IO
N N
O
D E
S
IG
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S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
F Y Q
U A
D A R
E P
A
IR
B
L D
G S
A
N D
N O
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L U
H I
H O
N O
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IN
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R D
IS
T R
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G
IO
N A
L E
N G
IN
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G C
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A1
ENLARGED UNIT FOUNDATION PLAN
1/4"=1'-0"
A6
ENLARGED UNIT FRAMING PLAN
1/4"=1'-0"
OH
S E
E A
R C
H O
P E
N
IN
G
OH
P T
IO
N A
L V
A L
U E s b -1
A -4
.d
S-401
N
L A
R G
E D T
Y P
IC
A L U
N
IT
F
L O
O R P
L A
N
BLDG 130
B H
E R
E R
D M
GRID GRID
GRID
GRID
GRID
GRID
GRID GRID
GRID
GRID
GRID
GRID
LEGEND
INDICATES (E) CMU WALL TO
BE REMAIN
INDICATES NEW CMU WALL
INDICATES NEW CONC WALL
INDICATES NON-STRUCTURAL
WALL SEE ARCH
SLAB ON GRADE NOTES:
REFERENCE DRAWINGS:
1. TYPICAL CONC SOG DETAILS SEE S-005 & S-006
2. TYPICAL CONC WALL DETAILS, SEE S-007
3. TYPICAL CMU WALL DETAILS SEE S-008
E1
S-512
E1
S-512
F1
S-514
E1
S-512
E1
S-512
F1
S-514
A1
S-515
A1
S-515
A1
S-515
A1
S-515
A1
S-514
A1
S-514
A1
S-514
A1
S-514
6" CONC
INFILL WALL
6" CONC
INFILL WALL
6" CONC
INFILL WALL
6" CONC
INFILL WALL
6" CONC
INFILL WALL
6" CONC
INFILL WALL
8" CMU
INFILL WALL
6" CONC
INFILL WALL
A8
S-515
D1
S-515
CONCRETE HEADER,
SEE
A1
S-514
A1
S-514
A1
S-514
A1
S-514
F1
S-510
ELECTRICAL CONDUIT
SUPPORT, SEE
ELEC/TELECOM DWGS
F4
S-510
WATER CLOSET
SUPPORT, SEE
WATER CLOSET
SUPPORT, SEE F4
S-510
1.EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR
TO REPAIR FLOOR PENETRATION PER TYPICAL REPAIR
DETAIL E1/S-009.
2.FOR BALANCE OF INFORMATION NOT SHOWN ON
STRUCTURAL DRAWINGS, (DIMENSIONS, SLOPES,
ELEVATIONS, ETC.) SEE ARCHITECTURAL DRAWINGS.
3.FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE
PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, AND
TELECOM DRAWINGS. SEE DETAILS ON S-008 AND S-009.
(E) PEN INFILL,
SEE E1/S-009, TYP
SCALE: 1/4"=1'-0"
0 4' 8'2'
PLAN
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
F Y Q
U A
D A R
E P
A
IR
B
L D
G S
A
N D
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
R E
G
IO
N A
L E
N G
IN
E E
R
IN
G C
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T E
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N O
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LEGENDREFERENCE DRAWINGS: FRAMING NOTES:
A1
LOWER ROOF FRAMING PLAN - UEPH WEST
PARTIAL ENLARGED SECOND FLOOR AND
1/4"=1'-0" A5
LOWER ROOF FRAMING PLAN - UEPH EAST
PARTIAL ENLARGED SECOND FLOOR AND
1/4"=1'-0"
FP-01
FP-02
FP-02
FP-03
FP-03
FP-02
FP-03
FP-02
FP-03
FP-02
FP-02
FP-03
FP-03
C1
S-516
F1
S-516
F4
S-516
#5x2'-0" AT 2'-0", CENTERED OVER
WALL BELOW
DEMO AND REPLACE
CONCRETE TOPPING
#5x2'-0" AT 2'-0"
#5x2'-0" AT 2'-0", CENTERED OVER
WALL BELOW
#5x2'-0" AT 2'-0"
W x B
E L
O W
F4
S-516
F1
S-516
CONTRACTION
JOINT, SEE
S-516
F6
S-516
C1SIM
CONTRACTION
JOINT, SEE
S-516
F6
S-516
F6
CONTRACTION
JOINT, SEE
A1
S-516
G8
S-516
E8
S-516
F1
S-516
F1
S-516
FP-01
INDICATES (E) CMU WALL TO
BE REMAIN
INDICATES NEW CMU WALL
INDICATES NEW CONC WALL
INDICATES NON-STRUCTURAL
WALL SEE ARCH
INDICATES FRP REINFORCED
(E) PRESTRESSED PLANK, SEE
SLAB SCHEDULE A1/S-010
INDICATES NEW CONC TOPPING
EDGE OF EXISTING
PRESTRESSED PLANK
T O
P P
IN
G
T H
IC
K N
E S
S
/2 V
IF
T O
P P
IN
G
T H
IC
K N
E S
S /2 V
IF
(E) 5 1/2" CONC
SLAB
(E) PRESTRESSED
PLANK AND CONC.
TOPPING, TYP
EDGE OF EXISTING
PRESTRESSED PLANK
T O
P P
IN
G
T H
IC
K N
E S
S
/2 V
IF
P P
IN
G
T H
IC
K N
E S
S /2 V
IF
(E) PRESTRESSED
PLANK AND CONC.
TOPPING, TYP
(E) 5 1/2" CONC
SLAB
FP-01
1. EXIST FLOOR PENETRATIONS NOT SHOWN. CONTRACTOR TO REPAIR
FLOOR PENETRATION PER TYPICAL REPAIR DETAIL E1/S-009.
2. THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER AND
ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.
3. FOR BALANCE OF INFORMATION NOT SHOWN ON STRUCTURAL
DRAWINGS, (DIMENSIONS, SLOPES, ELEVATIONS, ETC.)
SEE ARCHITECTURAL DRAWINGS.
4. FOR WALL PENETRATIONS SEE ARCHITECTURAL, FIRE PROTECTION,
PLUMBING, MECHANICAL, ELECTRICAL, AND TELECOM DRAWINGS.
SEE DETAILS ON S-008 AND S-009.
1. TYPICAL CONC SOG DETAILS S-005 AND S-006
2. TYPICAL CONC WALL DETAILS S-007
3. TYPICAL CMU WALL DETAILS S-008
P T
IO
N A
L V
A L
U E s b -B
S -4
.d
S-402
R O
O F F
R A
M
IN
G P
L A
N S U
E P
H W
E S
T A
N D E
A S
T
P A
R T
IA
L E
N L
A R
G E
D S
E C
O N
D F
L O
O R A
N D L
O W
E R
B H
T H E
R
T H E
R
D M
5 6
D
D
D
E
16 17
SCALE: 1/4"=1'-0"
0 4' 8'2'
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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T
IO
N
A
M A
R K
S
IZ
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S U
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T E
D B
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D A
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C O
N T
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D B
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S
U E D
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
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N O
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M
IN
M
IN
8" CMU WALL
REBAR, STD HOOK
CMU WALL HORIZ
O.C., TYP.
ENDS AND @ 48"
HEADED STUD 6" FROM
1/2"DIA, 4" LONG
CONCRETE INFILL 7
M
IN
M
IN
(E)TS 4"x4"x1/4"
END OF WALL
INTERIOR
PLAN
END
#5 VERT BAR, TYP
TYP
1/4"
SEE DETAIL "A"
AND AT 2'-0" MAX.,
CONC BOND BEAM
6" FROM EA END OF
STEEL ASSEMBLY
1-1/2" GAP
2 - #4 xCONT
BOND BEAM
12" CONC
CMU INFILL WALL
DETAIL "A"
STEEL PLATE
3/8"x3" BENT 8 /2
2 1/2"
ROOFING
EXIST METAL
TRUSS
EXIST
Z-PURLINS
EXIST
STEEL ASSEMBLY
EPOXY AT EA
ROD DRILL AND
5/8" DIA THREADED
HOLE
SLOTTED
VERT LONG
M
IN
/2
2 - #4 xCONT
TRUSS CHORD
BOT OF EXIST
EXIST STEEL BEAM
2-#4xCONT
CONC BOND BEAM
2-#4xCONT
EACH (E) FRAME
HEADED STUD AT
1/2" DIA, 4" LONG
CMU INFILL WALL
M
IN
BEAM AND @ 24" O.C.
FROM ENDS OF EXIST
HEADED STUD 12"
1/2" DIA, 6" LONG
TRUSS CHORD
BOT OF EXIST
EXIST TRUSS
SLAB-ON-GRADE
EXIST CONC
EXIST CMU WALL
M
IN
OF VERT WALL REINF
SIZE AND SPACING
DOWEL TO MATCH
SLAB-ON-GRADE
EXIST CONC
TYP
AT 18" EA SIDE,
EPOXY DOWELS
#4 DRILL AND
4 - #4 xCONT
AT 12"
#4x
DOWEL AT 12", EA SIDE
#4 DRILL AND EPOXY
w/ #4 AT 12"
SLAB-ON-GRADE
5"CONC
SEE PLAN
NEW WALL,
-3 /4
1'-6" xCONT
WF-2,
#4 AT EACH TREAD,
EMBEDDED 4" WITH EPOXY
#4 AT 12" O.C., EMBEDDED
2" WITH EPOXY
2" WITH EPOXY
#4 AT EACH TREAD,
EMBEDDED 4" WITH EPOXY
CONT #4
(E) 4" S.O.G.
6" CONCRETE
WALLS, TYP
ROUGHEN SURFACE W/
1/4" AMPLITUDE, TYP
NOTE: PROVIDE 1/2" THICK
EXPANSION JOINT FILLER AT
INTERFACE WITH EXISTING
CMU WALL
IN
F
IL
L W
A L L
C
U
W
L L
E X
IS
T C
M U
EMBED, TYP
6" MIN
SEE S-009
CMU INFILL WALL,
GRADE
FINISH
OF VERT WALL REINF
SIZE AND SPACING
DOWELS TO MATCH
DRILL AND EPOXY
(E)CMU WALL
(E)SLAB
EPOXY DOWEL AT 12"
#4 DRILL AND
#4
CONT
2'-0" MIN
48 DIA OR
LAP SPLICE
OF VERT WALL REINF
SIZE AND SPACING
DOWELS TO MATCH
DRILL AND EPOXY
SEE S-009
CMU INFILL WALL,
4" EMBED
-3 /4
4" EMBED
9" 1'-9" 12"
28"
4'-8"
4" EMBED18"
M
B E
D
M
IN
#4 AT 12" O.C.,
EMBEDDED
/2
6"
3"
S-005
F8
OF NOTES, SEE
FOR REMAINDER
S-005
F8SEE
OF NOTES,
FOR REMAINDER
OF NOTES, SEE
FOR REMAINDER
S-005
F8
EXIST STEEL BEAM
CONTINUE BAR
OVER PIER
2-#5
2'-0"
4"4"
2'-0"
E7
WALL SECTION - ADMIN
1/2"=1'-0"
TOP OF FLOOR
CMU WALL
HORIZ REINF.
(2) #4 CONT
#4 @ 18"
#5 @ 16"
#4 @ 24"
6" EMBED
(2) #5
VERT, TYP
2'-0"
#4 VERT
8" 8"
AT NEW CMU WALL AT PIER AT EXIST CMU WALL
HEADED STUD ON
BOTH SIDES OF
EXISTING BEAM
END
#4 @ 12" MAX
SOLID GROUT CMU
WALL WHERE
UNGROUTED
WALL OCCURS
PRIOR TO
INSTALLING
DOWELS
1/2" DIA, 6"
LONG
HEADED
STUD @
2'-0" O.C.
P T
IO
N A
L V
A L
U E s b -B
S -5
.d
Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
A D
M
IN
W
IN
G
S
S-501
BLDG 130
T H E
R
B H
R N C
Y
D M
C4 3/4" = 1'-0"
SECTION
F4 3/4" = 1'=0"
SECTION
F1 3/4" = 1'=0"
SECTION
M
IN
D
IA
O
R
L A
P S
P L
IC
E
WF-2 SECTION
WALL AT STAIRS
SECTION SECTION AT CMU INFILL SECTION AT CMU INFILL
3/4" = 1'-0"3/4" = 1'-0"
3/4" = 1'-0"
NOT TO SCALE
C1
A1 A4 A6 A8
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
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IS
S
U E D
A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
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L D B
A R
R A
C K
S
O A
H U
H A
W A
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F Y Q
U A
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A
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B
L D
G S
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N D
N O
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R D
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T R
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N A
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N G
IN
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G C
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T E
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B1
TYPICAL EXISTING ADMIN WING TRUSS ELEVATION, 60' SPAN
SCALE: 3/16"=1'-0"B1
TYPICAL EXISTING ADMIN WING TRUSS ELEVATION, 60' SPAN
SCALE: 3/16"=1'-0"
E1
B132 UEPH TRUSS
SCALE: 3/16"=1'-0"
A1
TYPICAL EXISTING ADMIN WING TRUSS ELEVATION, 40' SPAN
SCALE: 3/16"=1'-0"
D1
B130 UEPH TRUSS
SCALE: 3/16"=1'-0"
A6
TYPICAL HANGER SECTION
SCALE: 3"=1'-0"
D9
SECTION
SCALE: 3"=1'-0"
D9
S-502
1 1/2 "1 1/2 " 2 5/8 "
/2
/2
3"
1/2 " MAX
M A
X V
A R
IE
S -1 /2
M
IN
D6
SECTION
SCALE: 3"=1'-0"
/2
D9
S-502
1 1/2 " 1 1/2 "2 5/8 "
/2
/2
1/2 " MAX
A9
SECTION AT WALL
HANGER
SCALE: 3"=1'-0"
P T
IO
N A
L V
A L
U E s b -B
S -5
.d
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
A D
M
IN
W
IN
G
S
S-502
T H E
R
B H
R N C
Y
D M
B130 / B132
NOTE:
TO VERIFY FIELD CONDITION.
FOR REFERENCE ONLY. CONTRACTOR
TRUSS ELEVATIONS ARE PROVIDED
E B
D A
EXIST TRUSS TOP CHORD
3/8" THK PLATE
SLOTTED HOLES
CENTERED IN LONG
2- 5/8" DIA A307 BOLTS,
EXIST ROOFING
EXIST TRUSS TOP CHORD
1/4"
1/4"
1/4" 2"
2"
WHERE OCCURS
ADJACENT FRAMING
3/8" THK PLATE
4" AT ADMIN WINGS, 6" AT UEPH
EXIST PURLINS AT 4'-0" O.C.
1/4"
1/4"
2"
2"1/4"
1/4"
EXIST LEDGER
WALL
EXIST CMU/CONC
3/8" THK PLATE
SEE PLAN
SECONDARY BLOCKING,
BOLTS, SEE A6 THIS SHEET
SEE PLAN
PRIMARY BLOCKING,
TOP CORD
EXIST TRUSS
SIM
WHERE OCCURS
BLOCKING,
SECONDARY
PRIMARY BLKG
L
IC
IT
A T
IO
N N
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S
IG
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D B
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D E
S C
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C O
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C T N
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D B
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D R
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S
U E D
A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
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L D B
A R
R A
C K
S
O A
H U
H A
W A
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F Y Q
U A
D A R
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A
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B
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G S
A
N D
N O
L U
L U
H I
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N O
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T R
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R
IN
G C
E N
T E
R
H O
N O
L U
L U D
IS
T R
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F T S
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H A
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A6
WALL ELEVATION - VAULT
1/2"=1'-0"
EXIST CONC SLAB
CONCRETE HEADER
AND JAMBS
8"
A1
NEW WINDOW ELEVATION - ADMIN
1/2"=1'-0"
TOP OF FLOOR
(E) TRUSS,
WHERE OCCURS
MAINTAIN (E) REBAR
(E) 8" CMU WALL
8"
6" EMBED
#4 @ 24"
SOLID GROUT CMU WALL
WHERE UNGROUTED CMU
WALL OCCURS PRIOR TO
INSTALLING DOWELS
(2) #5 VERT, TYP
#4 @ 18"
#5 @ 16"
(2) #5
(2) #5
EXISTING REBAR,
SEE A6/SD502
8"
P T
IO
N A
L V
A L
U E s b -B
S -5
.d
S-503
Y
P
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A L S
E C
T
IO
N S A
N D D
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A
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S
A D
M
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T H E
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B H
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B130 / B132
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A T
IO
N N
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D B
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N
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M A
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B M
IT
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D B
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D A
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C O
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D B
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D R
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IS
S
U E D
A T
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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A N
S
H O
F
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L D B
A R
R A
C K
S
O A
H U
H A
W A
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F Y Q
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D A R
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A
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B
L D
G S
A
N D
N O
L U
L U
H I
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N O
L U
L U E
N G
IN
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R D
IS
T R
IC
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R E
G
IO
N A
L E
N G
IN
E E
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IN
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T E
R
H O
N O
L U
L U D
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T R
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F T S
H A
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H A
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PLANK
OVER PRESTRESSED
(E) CONC TOPPING(E) CMU WALL
SLAB-ON-GRADE
(E) CONC
FINISH GRADE
12" MIN
(E) CMU WALL
PLANK
OVER PRESTRESSED
(E) CONC TOPPING(E) CMU WALL
(E) CONC BEAM
PENETRATION
(E) LOUVER
FINISH GRADE
9" MAX
FINISH GRADE
EMBED, EACH SIDE, TYP
WALL, PROVIDE 4" MIN
AND EPOXY INTO (E) CMU
(2) #4x2'-0" DOWEL DRILL
AND AT 16"
4" MIN EMBED, 4" FROM EA END
INTO (E) CMU WALL, PROVIDE
#4 DOWEL DRILL AND EPOXY
AND AT 16"
4" MIN EMBED, 4" FROM EA END
INTO (E) CMU WALL, PROVIDE
#4 DOWEL DRILL AND EPOXY
A1
SECTION
3/4" = 1'-0" A5
SECTION
3/4" = 1'-0"
S-514
SEE
CONC FRAME,
FOR LOUVER REQUIREMENTS.
SEE ARCHITECTURAL DRAWINGS1.
NOTES:
SLAB-ON-GRADE
CONC
4'-0" MIN
TYP
AT 18" EA SIDE,
EPOXY DOWELS
#4 DRILL AND
4" MIN
F1
TYP ELECTRICAL CONDUIT SUPPORT
3/4" = 1'-0"
(3) #4 CONT, TYP
#4 AT 12", TYP
#4 AT 12" E.W.
(2) #4 TOP CONT
ELECTRICAL
CONDUITS, SEE
ELECT DWGS
(E) CONC TOPPING OVER
PRESTRESSED PLANK
8" CONC
WALL
UEPH FIRST FLOOR
1'-6"
M A
X V
A R
IE
S
V
IF
PLACEMENT OF CONDUITS, SEE ELEC/TELECOM DWGS
FILL PENETRATION WITH CONCRETE AFTER
NOTE:
SEE ELEC/TELECOM DWGS
15"x15" MAX PENETRATION, OF NOTES, SEE
FOR REMAINDER
F8
S-005
4" 2'-0" 4"
#5, TYP
#4, EPOXY BAR
WITH 6" EMBED, TYP
(E) CMU WALL
SOLID GROUT CMU WALL
WHERE UNGROUTED
WALL OCCURS PRIOR
TO INSTALLING DOWELS
A9
SECTION AT LOUVER
3/4" = 1'-0"
F4
TYP WATER CLOSET SUPPORT
SCALE: 1 1/2"=1'-0" F7
SECTION
SCALE: 1 1/2"=1'-0" F9
PLAN
SCALE: 1 1/2"=1'-0"
L3x2x1/4
WITH MANUFACTURER
VERIFY REQUIREMENTS
MOUNTING HOLES.
WATER CLOSET
L3x2x1/4
L3x3x1/4
INTO (E) CMU WALL
ROD DRILL AND EPOXY
(4) 5/8" DIA THREADED
(E) CMU WALL
PRESTRESSED PLANK
(E) CONC TOPPING OVER
1/4"
1/4"
F7
S-510
F9
S-510
/2
1'-0"
EQEQ
MIN, TYP
1 1/2"
M
IN
T
Y P
/2
1"
1'-4"
/2
/2
4" EMBED
P T
IO
N A
L V
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S -5
.d
S-510
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A L S
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N S A
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D B
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D E
S C
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D B
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D A
T E
C O
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R A
C T N
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C H
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
F Y Q
U A
D A R
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A
IR
B
L D
G S
A
N D
N O
L U
L U
H I
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N O
L U
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N G
IN
E E
R D
IS
T R
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R E
G
IO
N A
L E
N G
IN
E E
R
IN
G C
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L U
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H A
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S-512
D9 A5
S-511
TOP OF FLOOR
BOT OF CEILING
A1
WALL ELEVATION
1/2"=1'-0"
1'-0"1'-0"
6'-0"
#5 VERT
(2) #5 VERT
GROUTTED
GROUT IF NOT
FILL CELLS WITH
AND REFINF.
(E) CMU WALL
@ 24" O.C.
EPOXY #4 BAR,
16" MAX O.C.
#5 VERT @
PLAN
ALTERNATE
#4 @ 16" O.C., A5
JAMB AT EXISTING CONC WALL
SCALE: 3/4" = 1'-0"
ALIGN
ALIGN
6" EMBED
6"
8" MIN
(E) ROOF
SEE MECH DWG
PENETRATION,
NEW 11"x7"
(E) CMU WALL BEYOND
(E) CONC BEAM BEYOND
(E) ROOF
(E) TRUSS
(E) CMU WALL
TOP OF (E) ROOF
(E) 8" CMU WALL
SEE MECH DWG
NEW PENETRATION,
(E) CONC BEAM
(E) CONC BEAM
SEE MECH DWGS
NEW PENETRATION,
NEW CONC INFILL
(E) 8" CMU WALL
OPENINGS
AND DOOR
(E) LOUVER
NEW CONC INFILL
(E) CONC BEAM
SEE MECH DWGS
PENETRATION,
NEW
1'-4"
B E
A M
C O
N C
(E
UEPH THIRD FLOOR UEPH THIRD FLOOR UEPH THIRD FLOOR
3" MIN,
EMBED, TYP
WALL. PROVIDE 4" MIN
EPOXY INTO (E) CMU
#4 DOWEL, DRILL AND
EMBED, TYP
PROVIDE 4" MIN
(E) CMU WALL.
AND EPOXY INTO
#4 DOWEL, DRILL
#4, TYP
EMBED, TYP
WALL. PROVIDE 4" MIN
EPOXY INTO (E) CMU
#4 DOWEL, DRILL AND
EMBED, TYP
PROVIDE 4" MIN
(E) CMU WALL.
AND EPOXY INTO
#4 DOWEL, DRILL
#4, TYP
F7
SECTION
1"=1'-0"
(E) CONC BEAM
DIRECTLY ABOVE
(E) CMU COURSE
VERTICAL BARS, IN
BETWEEN (E)
LOCATE OPENING
(E) #4 BARS AT 32" O.C.
DAMAGE
BEAM. DO NOT
(E) CONCRETE
CONCRETE INFILL
(2) #4
MIN
5"
MIN
5"
11" MIN
P T
IO
N A
L V
A L
U E s b -B
S -5
.d
S-511
Y
P
IC
A L S
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T
IO
N S A
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S
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P H
T H E
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B H
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B130 / B132
D M
C D C D 6 5
D1
WALL ELEVATION AT GRIDLINE 5
SCALE 1/4" = 1'-0" D4
WALL ELEVATION AT GRIDLINE 6
SCALE 1/4" = 1'-0" D7 SCALE 1/4" = 1'-0"
SECTION
F7
S-511
A7 SCALE 1/4" = 1'-0"
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
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L D B
A R
R A
C K
S
O A
H U
H A
W A
II
F Y Q
U A
D A R
E P
A
IR
B
L D
G S
A
N D
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
R E
G
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N A
L E
N G
IN
E E
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IN
G C
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T E
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H O
N O
L U
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T R
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1:03:24 PM7/15/2019
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(2) #4 CONT
(2) #4 CONT
CONC JAMB BEYOND
#4 THREADED REBAR
COUPLER AT 16" O.C.
#4 AT EACH COUPLER
CONC SLAB
WHERE OCCURS
(3) #5 CONT
#4 AT 12"
(2) #4 CONT
(2) #4 CONT
CONC JAMB BEYOND
#4 THREADED REBAR
COUPLER AT 16" O.C.
#4 AT EACH COUPLER
CONC SLAB
WHERE OCCURS
(3) #5 CONT
#4 AT 12"
(2) #4 CONT
CONC JAMB
BEYOND
#4 EPOXIED
AT 16” O.C. (E) #4 BARS
(E) #4 BARS
(2) #4 CONT
(2) #4 CONT
CONC JAMB BEYOND
#4 THREADED REBAR
COUPLER AT 16" O.C.
WITH HOOKED END
(2) #5 CONT
(E) #4 BARS
OPENING
BEYOND
OPENING
BEYOND
#4 AT EACH
COUPLER
UEPH FIRST FLOOR
ADMIN FIRST FLOOR
UEPH FIRST FLOOR
UEPH SECOND
AND THIRD FLOOR
UEPH SECOND
AND THIRD FLOOR
SIM
#4 THREADED REBAR
COUPLER AT CURB
#5 THREADED REBAR
COUPLER AT JAMB
(E) PRECAST PLANK
(E) CONC TOPPING
#4 AT 24" O.C.,
EPOXY
#3 AT 6" O.C.
(2) #5
CHASE
OPENING
(E) 6" CMU WALL
FLOOR
ALIGN
#4 AT 24" O.C.,
EPOXY
#3 AT 6" O.C.
(2) #5
CHASE
OPENING
(E) 6" CMU WALL
FLOOR
6"
V
IF
6"
1'-0"
1'-0"
4" EMBED
6" EMBED
A T J
A M
B
A T C
U R
B
S-512
A9 S-512
A9
S-512
A9
TO INSTALLING DOWELS.
GROUT CMU WALL PRIOR
WALL OCCURS. SOLID
WHERE UNGROUTED CMU
TO INSTALLING DOWELS.
GROUT CMU WALL PRIOR
WALL OCCURS. SOLID
WHERE UNGROUTED CMU
MIN
3" BRG
STRENGTH
ACHIEVED DESIGN
UNTIL WALL HAS
SHORE FLOOR
6" CONCRETE WALL
SHOWN FOR CLARITY
NOTE: REINFORCING NOT
F9
S-512
S-512
F9
S-512
OH
S-512
F9SIM
SIM
E1
WALL ELEVATION
1/2"=1'-0" E4
SECTION
1/2"=1'-0" E6
SECTION
1/2"=1'-0"
BOT OF CEILING
TOP OF FLOOR
S-512
D9
1'-0"
6'-0"
1'-0"
F9
S-512
SIM
S-512
A6
S-512
A6
6'-0"
6"2'-6"1'-0"
2'-6"1'-0" 1'-0"
4'-6"
S-512
MAINTAIN (E)
REBAR, 24" MIN
THREADED
COUPLER,
TYP. SEE A9
SOLID GROUT CMU WALL WHERE
UNGROUTED CMU WALL OCCURS
PRIOR TO INSTALLING DOWELS
S-512
MAINTAIN (E)
REBAR, 24" MIN
A9
THREADED COUPLER,
TYP. SEE
SOLID GROUT CMU
WALL WHERE
UNGROUTED CMU
WALL OCCURS
PRIOR TO INSTALLING
DOWELS
D9
S-512
E6
S-512
E1
S-512
A6 A4
S-512
A6
S-512
S-512
E1
S-512
E4
S-512
A4
C1
B132 ENLARGED CHASE PLAN
1/2"=1'-0"
P T
IO
N A
L V
A L
U E s b -B
S -5
.d
H
A S
E O
P E
N
IN
G S
T Y
P
IC
A L S
E C
T
IO
N A
N D D
E T
A
IL
S
U E
P H
T H E
R
B H
R N C
Y
B130 / B132
D M
A1
ENLARGED CHASE PLAN
B130
1/2"=1'-0"
SECTION AT SECOND
AND THIRD FLOORS
SECTION AT SECOND
AND THIRD FLOORS
3/4" = 1'=0" A6 3/4" = 1'=0"
SECTION THRU CHASE SECTION
SECTION AT FIRST FLOORSECTION AT FIRST FLOOR
A9 NOT TO SCALE
D9 3/4" = 1'=0"
JAMB DETAIL
F9 3/4" = 1'=0"
JAMB DETAIL
THREADED REBAR
COUPLER DETAIL
A4
TOP OF FLOOR
BOT OF CEILING
TOP OF FLOOR
BOT OF CEILING
D
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
F Y Q
U A
D A R
E P
A
IR
B
L D
G S
A
N D
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
R E
G
IO
N A
L E
N G
IN
E E
R
IN
G C
E N
T E
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H O
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L U
L U D
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T R
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F T S
H A
F T
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H A
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A1
CHASE @ GL 6 WALL ELEVATION
1/2"=1'-0" A6
CHASE @ GL 6 WALL ELEVATION
1/2"=1'-0"
D1
CHASE @ GL 16 WALL ELEVATION
1/2"=1'-0" D6
CHASE @ GL 16 WALL ELEVATION
1/2"=1'-0"
TOP OF FLOOR
BOT OF CEILING
TOP OF FLOOR
BOT OF CEILING
TOP OF FLOOR
BOT OF CEILING
TOP OF FLOOR
BOT OF CEILING
S-512
D9
S-512
D9F9
S-512
SIM
2'-0" 1'-0" 10" 1'-0" 1'-0" 1'-2"
1'-6" 1'-0"
2'-0" 1'-0"
6'-0"
MAINTAIN (E) REBAR,
(2) #4
MAINTAIN (E) REBAR, TYP
(2) #4
NOTE:
1. PROVIDE (2) #4 x 4'-0"
DIAGONAL AT EA CORNER
OF OPENINGS. BEND AS
REQUIRED. NOT SHOWN FOR
CLARITY.
2. SEE E1/S-512 FOR TYPICAL
REINFORCING
REQUIREMENT
NOTE:
1. PROVIDE (2) #4 x 4'-0"
DIAGONAL AT EA CORNER
OF OPENINGS. BEND AS
REQUIRED. NOT SHOWN FOR
CLARITY.
2. SEE E1/S-512 FOR TYPICAL
REINFORCING
REQUIREMENT
NOTE:
1. PROVIDE (2) #4 x 4'-0"
DIAGONAL AT EA CORNER
OF OPENINGS. BEND AS
REQUIRED. NOT SHOWN FOR
CLARITY.
2. SEE E1/S-512 FOR TYPICAL
REINFORCING
REQUIREMENT
MAINTAIN (E) REBAR MAINTAIN (E) REBAR
NOTE:
1. SEE E1/S-512 FOR TYPICAL
REINFORCING
REQUIREMENT
A6
S-512
A6
S-512
A6
S-512
#4 AT 16",
TYP
#4 AT 16",
P T
IO
N A
L V
A L
U E s b -B
S -5
.d
S-513
Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
U E
P H
C H
A S
E O
P E
N
IN
G S
T H E
R
B H
R N C
Y
B130 / B132
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
F Y Q
U A
D A R
E P
A
IR
B
L D
G S
A
N D
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
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G
IO
N A
L E
N G
IN
E E
R
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G C
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T E
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1:03:26 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
J U
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NOTE:
NOTE:
REINFORCING
DO NOT DAMAGE EXISTING1.
WITH GROUT
EXIST CONC SLAB, FILL
1-1/2" DIA CORE THRU
TOPPING
EXIST CONC
PLANK
PRESTRESSED
EXIST
HEIGHT OF CONC WALL
REINFORCING ALONG FULL
ALIGN VERT WALL2.
REINFORCING
DO NOT DAMAGE EXISTING1.
WITH GROUT
EXIST CONC SLAB, FILL
1-1/2" DIA CORE THRU
TOPPING
EXIST CONC
PLANK
PRESTRESSED
EXIST
CONC JAMB
BEYOND
CONC JAMB
BEYOND
CONC JAMB
2 - #5 T & B
EA END AND 2'-0"
#4x 3" FROM
EXIST #5 BARS
VERY WALL REINF.
#4 COUPLER @ EA
S-512
A9
#5 DOWELS
SIM
AT 16" OC
#4x DOWELS,
(2) #5
STD HOOK
#4 @ 16" O.C. WITH
8" CONC JAMB
(E) 8" CMU WALL
TO INSTALLING DOWELS.
GROUT CMU WALL PRIOR
WALL OCCURS: SOLID
WHERE UNGROUTED CMU
M
IN
(2)#5 T&B
(E)CMU BOND BEAM
CONC INFILL
MATCH EXST
FINISH GRADE TO
(E)CMU WALL
PLANK
OVER (E)PRESTRESSED
(E)CONC TOPPING
#4 EPOXIED @16" O.C.
#4 CONT
E
M B
E D
UEPH FIRST FLOOR
6" EMBED
UEPH FIRST FLOOR
#4
(E) 8" CMU WALL
(E) CONC TOPPING
OVER (E) PRESTRESSED
PLANK
(2)#5 T&B W/ #4
CLOSED TIES @
12", TYP
#4 DRILL & EPOXY
DOWEL INTO (E)
CMU WALL
FINISH GRADE TO
MATCH EXST
A5
S-514
8"
3" TYP
T Y
P E
M B
E D
M
IN
3'-6" MAX
A1
(TYP INTERIOR AT CRAWL SPACE)
WALL ELEVATION
1/2"=1'-0"
F1
WALL ELEVATION (TYP INTERIOR)
1/2"=1'-0"
CONC HEADER
MAINTAIN (E)
REBAR, 24" MIN
MECH
PENETRATION
GROUT
EXISTING CELLS
CONCRETE JAMB
MAINTAIN (E) REBAR,
24" MIN
(E) 8" CMU WALL
(E) CONC TOPPING OVER
PRESTRESSED PLANK
AT FIRST FLOOR,
EPOXY REBAR INTO
EXISTING CMU WALL
BELOW
TOP OF FLOOR
C8
S-514
F5
S-514
F8
S-514
(E) CONC TOPPING
OVER (E) PRESTRESSED
PLANK
P T
IO
N A
L V
A L
U E s b -B
S -5
.d
S-514
Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
U E
P H
U N
IT
O
P E
N
IN
G S
T H E
R
B H
R N C
Y
B130 / B132
D M
F5 3/4" = 1'-0"
SECTION
F8 3/4" = 1'-0"
SECTION
C8
PLAN-JAMB OR END OF WALL
NOT TO SCALE
A5 NOT TO SCALE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
F Y Q
U A
D A R
E P
A
IR
B
L D
G S
A
N D
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
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T R
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IO
N A
L E
N G
IN
E E
R
IN
G C
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T E
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H O
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L U
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1:03:29 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
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A1
NEW WINDOW ELEVATION - UEPH
1/2"=1'-0"
(E) 6" CMU
WALL
(E) CONCRETE
BEAM
(E) 6" CMU WALL
2-#5 SILL BAR
TOP OF FLOOR
D8
S-515
A5
S-515
TOP OF FLOOR
(E) 8" CMU WALL
NEW CONCRETE
HEADER
PRESERVE
EXISTING BAR
D4
S-515
D1
NEW DOOR HEADER SECTION
1/2"=1'-0"
8" 8"
M
IN
(2) #5 VERT BARS
6" CONC WALL
W/ #4@ 16" E.W.
F1
SECTION
3/4" = 1'-0"
(E) CMU WALL
(E) CMU
BOND BEAM
(3) 5/8" Ø A325 BOLTS
F4
SECTION
1 1/2" = 1'-0" F7
SECTION
1 1/2" = 1'-0"
CLOF Wx BEAM
AND STEEL PLATE
3/8" x 4 1/2" x 0'-9"
STEEL PLATE
1/4"
TYP
(3) 5/8" Ø A325 BOLTS
TYP
3/16"
3/8" THICK
STIFFENER PLATE
W10x BEAM
W10x
NOTE:
1. DO NOT DAMAGE EXISTING
REINFORCING
#4 DOWELS DRILL
AND EPOXY, AT EA
VERT WALL REINF
2 - #4 T & B
6" MIN EMBED, TYP
EXIST CONC BEAM
EXIST CONC
TOPPING
EXIST
PRESTRESSED
PLANK
SIM AS BOTTOM
2 - #4 T & B
NOTE:
1. DO NOT DAMAGE EXISTING
REINFORCING
2. ALIGN VERT WALL
REINFORCING ALONG FULL
HEIGHT OF CMU WALL
1-1/2" DIA CORE THRU
EXIST CONC SLAB, FILL
WITH GROUT
D8
SECTION
3/4" = 1'-0"
A5
SECTION
3/4" = 1'-0" A8
SECTION
3/4" = 1'-0"
NOTE:
1. DO NOT DAMAGE EXISTING
REINFORCING
EXIST CONC
TOPPING
EXIST
PRESTRESSED
PLANK
2 - #4 T & B
#4x 3" FROM
EA END AND 2'-0"
D4
SECTION
3/4" = 1'-0"
CMU WALL
BEYOND
CMU WALL
BEYOND
(E) STEEL TRUSS
WHERE OCCURS
S-515
F4
BOTTOM OF EXISTING TRUSS
(4) 5/8" Ø THREADED ROD
DRILL & EPOXY INTO
(E) CMU/CONC WALL
3/8" x STEEL PLATE
WHERE UNGROUTED CMU
WALL OCCURS: SOLID
GROUT CMU WALL PRIOR
TO INSTALLING DOWELS. (E) 6" CMU WALL
8" CONC JAMB
A R
C H D
W G
S
M
IN
S
E E
EMBED
6" MIN
T
Y P T
Y P
1 1/2 "
1/2 "
1 1/2 "
1 1/2", TYP 1 1/2", TYP
1/2", TYP
4" EMBED
M
IN
1 1/2" MIN 8" MIN
1'-3"
T
Y P
T
Y P
3/8" x THICK
STEEL PLATE
W/ 4-5/8" THREADED
ROD, SEE F1/S-515
NOTE: THREADED RODS
SHALL BE LOCATED IN
GROUTED CELLS. SOLID
GROUT CMU WALL WHERE
UNGROUTED CMU WALL
OCCURS.
1" EXIST SUSPENDED CONC
SLAB OR EXIST PRECAST
PLANK
CARDBOARD
TUBE. PROVIDE
1" CLR TO REBAR
COMPRESSIBLE
JOINT FILLER
CMU WALL
SEE, C1
S-009
1/2" DIA x 5'-0" DOWEL @ EA
VERT WALL REINF. PAINT AND
OIL END IN CARDBOARD TUBE
/2
CONC WALL
P T
IO
N A
L V
A L
U E s b -B
S -5
.d
S-515
W
IN
D O
W O
P E
N
IN
G S
T Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
U E
P H
T H E
R
B H
R N C
Y
D
B130 / B132
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
F Y Q
U A
D A R
E P
A
IR
B
L D
G S
A
N D
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
R E
G
IO
N A
L E
N G
IN
E E
R
IN
G C
E N
T E
R
H O
N O
L U
L U D
IS
T R
IC
T
F T S
H A
F T
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H A
W
E N
A M
E
1:03:31 PM7/15/2019
pw:\\COE-POHPWP08FTS.poh.ds.usace.army.mil:coe-pohpwp08fts.poh.ds.usace.army.mil\Documents\Military\02 SB\Projects\2018\18sb04 - FY19 OMA REPAIR QUAD A, BLDG 131 AND CENTRAL UTILITY PLANT, SB\02 Engineering Design\02 Plans and Specs\CAD_BIM\CADFiles\E-Str
J U
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A1
SECTION
3/4" = 1'-0"
C1
SECTION
3/4" = 1'-0"
F1
SECTION
3/4" = 1'-0" F4
SECTION
3/4" = 1'-0"
EDGE OF (E) PLANK CONCRETE TOPPING
OVER (E) PRECAST
PLANK
8" CMU WALL
CONCRETE TOPPING
OVER (E) PRECAST
PLANK
EDGE OF (E) PLANK8" CONC WALL
8" CMU WALL
UEPH SECOND FLOOR
L4x4x1/4 x 1'-0" @ 5'-0" EACH
SIDE WITH (2) 1/2" EPOXY
THREADED RODS @ 9" O.C.
(2) #4 CONT (2) #4 CONT
UEPH SECOND FLOOR
EL. = 8'-8" EL. = 8'-8"
D4
CMU WALL
1 1/2" = 1'-0"
SECTION LOAD BEARING
CMU WALL
SEE A1
S-008
CONC SLAB,
SEE PLAN
#5 AT 12"
3 - #4 CONT
E1
SECTION
3/4" = 1'-0"
(2) #4 T&B
#3 AT 6" O.C.
#4 EPOXY BAR
AT 2'-0" O.C.
CLOF JOINT AND
WALL/BEAM/PLANK
JOINT BELOW
REBAR, SEE PLAN
FLEXIBLE JOINT
FILLER
F6
SECTION
3" = 1'-0"
F6
S-516
CONTRACTION
JOINT
1'-6" MAX
E1
S-516
G A
P
1'-2" VIF
1'-2" VIF 2'-8"
E M
B E
D
E M
B E
D
V
IF
/2
L A
P S
P L
IC
E
1/2"
/4
/2
2"
COMPRESSSIBLE
JOINT FILLER
F6
S-516
CONTRACTION
JOINT F6
S-516
M
IN
COMPRESSIBLE
JOINT FILLER
CONTRACTION
JOINT
(E) CONC PLANK
F8
S-005
WF-4: 1'-6" x CONT
FOR REMAINDER
OF NOTES,
SEE
WF-3: 3'-0" x CONT
UEPH SECOND FLOOR
UEPH SECOND FLOOR
A3
SECTION
3/4" = 1'-0"
G A
P
COMPRESSIBLE
JOINT FILLER
8" CONC WALL
8" CMU WALL
F4
S-516
CONC HEADER
BOND BEAM
REINF
(2) #4
(2) #4
(E) WALL/COLUMN
F4
S-516
M
IN
M A
X
NOTE: MINIMUM 2 ANGLES
EA SIDE PER WALL SEGMENT
(E) CONCRETE TOPPING
OVER (E) PRECAST PLANK
#4x2'-6" EPOXY BAR, MATCH
HORIZ BAR. 6" EMBED
SLAB SOFFIT
BEAM FLANGE
THREADED HOLE IN
L
L
LC BOLT
FOR NEW STEEL BEAMS
SEQUENCE OF CONSTRUCTION
J A
C K
IN
G B
O L T S
T
IG
H T
E N
G
/2 P
R
IO
R T
O
BEAM
STEEL
LONGITUDINAL
NEW
P 3/8"x 3"x 0'-5"
Wx BEAM
INCH AT MIDSPAN OF
WITH 11 THREADS PER
3/4" DIA. JACKING BOLT
1 1/2"
C BEAM AND PL
NOTE 5
GROUT, SEE
7. INSTALL MIDSPAN BRACING, IF APPLICABLE.
JACKING BOLTS.
6. AFTER GROUT HAS CURED FOR 24 HOURS, REMOVE THE
EXISTING SLAB SOFFIT WITH NON-SHRINK GROUT.
5. GROUT THE GAP BETWEEN THE TOP OF BEAM FLANGE AND
AT THE SNUG POSITION.
BOLTS HAVE INCREASED BY 3/16" FROM THE GAP MEASURED
TIGHTENING BOLTS UNTIL THE GAP AT BOTH REFERENCE
THAN 1/2 TURN, ONE AT A TIME IN ROTATION. CONTINUE
4. AT JACKING POINT, TIGHTEN JACKING BOLTS NO MORE
MEASURE GAP AT REFERENCE BOLTS.
3. TIGHTEN ALL JACKING BOLTS SNUG UP TO 3/8" STEEL PLATES.
STEEL BEAMS PARALLEL TO EXISTING CONCRETE BEAMS.
2. JACKING PROCEDURE APPLICABLE ONLY FOR NEW LONGITUDINAL
DETAIL.
1/2" GAP B/W SLAB SOFFIT AND TOP FLANGE OF BEAM AS SHOWN IN
TO JACKING. PRIOR TO JACKING OF NEW BEAMS ENSURE THAT THERE IS
SHEET. GROUT SHALL ACHIEVE DESIGN COMPRESSIVE STRENGTH PRIOR
1. ERECT NEW STEEL BEAM TO CMU WALL PER DETAILS E8 AND G8 THIS
A6
JACKING BOLT DETAIL
1-1/2"=1'-0"
PRESERVE EXISTING
REINFORCING
STEEL BEAM ABOVE
#5 EPOXY BAR WITH 6" EMBED
(E) 6" CMU WALL
(E) 6" CMU WALL
SOLID GROUT CMU WALL
WHERE UNGROUTTED CMU
WALL OCCURS. GROUT FULL
HEIGHT OF WALL BELOW
BEAM
PRESERVE EXISTING
REINFORCING
CONCRETE SEAT
NON-SHRINK
GROUT
CL OF STEEL BEAM
5/8" DIA HEAVY
HEX HEAD
(E) 6" CMU WALL
GROUT, SEE
A6/S-516
ADD #5 VERT BARS
STEEL BEAM ABOVE
8" CMU WALL ADD #5 HORIZ BARS
EDGE OF (E)
PLANK
SIM
G8
STEEL BEAM CMU SEAT - PLAN
1" = 1'-0"
E8
STEEL BEAM CMU SEAT - PLAN
1" = 1'-0"
C6
SECTION
1" = 1'-0" C7
SECTION
1" = 1'-0" C8
STEEL BEAM CMU SEAT SECTION
1" = 1'-0"
MIN
1 1/2 "
/2 G
A P
M A
X /2
3 1/2 "
/2
1 1/2 "
/2
M A
X
1 1/2 " MIN
1 1/2 "
/2 " 3 1/2 "
1'-4" 8"
M
IN
1 1/2 "
1" TYP
8 1/8 "
GROUT,
SEE A6/S-516
L6x3-1/2"x5/16x0'-8" LONG
UEPH SECOND FLOOR
P T
IO
N A
L V
A L
U E s b -B
S -5
.d
T Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
U E
P H
T H E
R
B H
R N C
Y
D M
C7
S…
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