B2194 - DRAWINGS (USACE Reviewed_Approved 14 Feb 23).pdf
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A I R
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SAFETY SECURITY COORDINATION
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INE
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CONTRACTOR SHALL CONTACT 811 FOR LOCATIONS OF ALL UTILITIES
AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION.
Knowwhat'sbelow.
Callbefoer youdig.
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BID ITEMS
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Callbefoer youdig.
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Knowwhat'sbelow.
Callbefoer youdig.
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Top of Wall Steps
Note:
1. Secure all cap units with adhesive recommended by manufacturer.
(2) - 4" Cap Units or
(1) - 8" Cap Unit
8" Segmented Block
Unit
4" Cap Unit
Section
Leveling Pad Detail
W
6"
W + 12"
Elevation
Note:
1. The leveling pad is to be constructed of crushed stone or 2000 psi ± unreinforced concrete.
1/2" x 5 1/4"
Fiberglass Pins
Front Face
8" or 16"
Wall Step
Excavation Limits
6" Leveling Pad
Excavation
Limits
6" Leveling
Pad
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M
Compac III Unit - Near Vertical Setback
Reinforced Soil
Retained Soil
Typical Reinforced Wall Section
Foundation Soil
D e s i g n
H e i g h t
24"
Cap Unit
Segmented Block
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
Unreinforced Concrete or Crushed Stone
Leveling Pad
6" Perforated PVC
Drainage Tile
Note:
Wrap drainage tile in gravel filter material wrapped in geotextile
(typ.) tie pipe into underdrain.
Grid Depth
Geogrid Reinf.
1/8" - 1/4"
8"
Knowwhat'sbelow.
Callbefoer youdig.
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LEGEND & SYMBOLS
NEW CONCRETE WALL
REFER TO STRUCTURAL DRAWINGS
FLOOR DRAIN
NEW CONSTRUCTION KEYNOTE TAG
FIRE EXTINGUISHER & CABINET
FEC
NEW CORRUGATED METAL ARCH WALL/ CEILING
REFER TO STRUCTURAL DRAWINGS
NEW SEGMENTAL BLOCK RETAINING WALL
REFER TO CIVIL AND STRUCTURAL DRAWINGS
FD
A300
A300
A200
52'-6"
A300
A300
3.32
3.33
8'- 0"
8'- 0" 11.30
8.30
UP
5.30
5.30
5.31
SLOPE
1/8" / FT
A200
FEC
FEC
14.3114.31
22.10
5.10 3'-
6"
WALKWAY
WALKWAY
W
AL
KW
AY
W
AL
KW
AY
W
AL
KW
AY
SL
O
PE
22.10
SL
O
PE
SLOPESLOPE
SL
O
PE
SLOPESLOPE
SL
O
PE
SL
O
PE
SLOPESLOPE
SL
O
PE
SL
O
PE
SLOPESLOPE
SL
O
PE
SL
O
PE
SLOPESLOPE
SL
O
PE
SL
O
PE
SLOPESLOPE
1/8" / FT 1/8" / FT 1/8" / FT 1/8" / FT 1/8" / FT 1/8" / FT
1/8" / FT 1/8" / FT 1/8" / FT 1/8" / FT 1/8" / FT 1/8" / FT
SL
O
PE
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
1/ 8"
FT
C L
5.10
5.10
10.01
10.01
3.32
4.30
4.30
59'-10"
1'-0" 9'-11 3/4" 19'-11 1/4" 19'-11 1/4" 9'-11 3/4" 1'-0"
9'-
/4
'-9
/2
9'-
/4
9'-10"
4'-
'-0
'-0
'-0
4'-
'-8
5.10
FDFDFD
FD FD FD
5.10
FLOOR SLAB
0"
4'- 0"
2'- 6"
7'- 0"
ARCH PROFILE MUST NOT IMPEDE
THESE REQUIRED CLEARANCES
18'-0" 18'-0"
3'-0" 12'-0" 3'-0" 3'-0" 12'-0" 3'-0"
4'- 0"
2'- 6"
7'- 0"
CL
CHARLESTON
NO. 05148
SHAWN M. MELLINST
AT
E OF SOUTH CAROLINA
REGISTERED A RCHITECT
GLICK/BOEHM
CHARLESTON
NO. B-80006 T
CE
TIHCRADER
ET
SI
G E
R
TH CARO
LIN
A
S
TA
TE
OF
SOU
& ASSOCIATES, INC.
IR
A D
M AN
COM
MO
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RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
OFSHEET
AI
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CO
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AN
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PA
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RECORD DRAWING DATE
ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
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AI
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MO
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B A S E
C H A R L E S T O N
IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
G
R E V
IS
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R E V
D E S C R
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P R E P
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G L
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A/E SEALCOA SEAL A/E SEALCOA SEAL
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8/
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8/
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8/
09/08/2022
JK JK JK
FI
RS
T
FL
OO
R
PL
AN
A100
KEYNOTE LEGEND
KEY
VALUE KEYNOTE TEXT
3.32 CAST-IN-PLACE CONCRETE WALL, REFER TO STRUCTURAL
3.33 CONCRETE LOADING DOCK, SLOPE 1/8" PER 12" AWAY
FROM BUILDING, REFER TO STRUCTURAL
4.30 SEGMENTAL BLOCK RETAINING WALL, REFER TO CIVIL AND
STRUCTURAL
5.10 42" HIGH GALVANIZED METAL GUARDRAIL WITH 36" HIGH
HANDRAIL, REFER TO DETAILS ON A500
5.30 PREFABRICATED CORRUGATED METAL WALL SYSTEM,
REFER TO STRUCTURAL
5.31 3" DIAMETER X 30" GALVANIZED STEEL PIPE FILLED WITH
CONCRETE, EACH SIDE OF DOOR, 4", PROJECTION ABOVE
LOADING DOCK SLAB. PRIME AND PAINT EXPOSED PIPE. RE:
DETAIL 7/A500
8.30 SLIDING METAL BLAST DOOR, PAINT, REFER TO SPEC.
099000
10.01 FIRE EXTINGUISHER
11.30 LAMINATED LOADING DOCK BUMPERS, MODEL: B4510-123-A
OR EQUAL, 10"H x 12" WIDE
14.31 INTERIOR CONVEYOR SYSTEM TO BE DESIGNED, PROVIDED
AND INSTALLED BY THE GOVERNMENT. THIS EQUIPMENT
AND LABOR ARE EXCLUDED FROM THE CONTRACT.
22.10 FLOOR DRAIN, REFER TO MECH., FLOOR SLAB TO SLOPE
1/8" PER 12" TOWARD DRAINS AS INDICATED
GENERAL PLAN NOTES
1 BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR
SHALL TAKE FIELD MEASUREMENTS AND VERIFY EXISTING
CONDITIONS AND COMPARE RESULTS
2 REFER TO A100 FOR GENERAL PROJECT NOTES.
3 REFER TO STRUCTURAL DRAWINGS FOR WALL AND FLOOR
CONSTRUCTION.
4 DO NOT SCALE PLANS.
PROJ. TRUE
0 16 24 328
GRAPHIC SCALE
SCALE: 1/8" = 1'-0"A100 A100
1 FLOOR PLAN
GENERAL PROJECT NOTES
1 REFER TO CODE, LIFE & SAFETY NOTES ON DRAWING A100.
2 REFER TO CIVIL DRAWINGS FOR THE EXTENT OF THE
DEMOLITION WORK.
3 THE CONSTRUCTION SUBSYSTEMS AND PARTITION TYPES
SHOWN INDICATE THE GENERAL CONSTRUCTION FEATURES
OF THE WORK TO BE COMPLETED. THEY ARE NOT INTENDED
TO REPRESENT THE ENTIRE CONSTRUCTION PROCESS AND
ACCESSORIES USED. THE CONTRACTOR AND
SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLETED
SYSTEMS AND TO BE IN COMPLIANCE WITH GOVERNING
CODES AND THE INTENT OF THE DRAWINGS.
4 CONSTRUCTION MATERIALS OR PROCESSES WHICH ARE
HAZARDOUS TO WORKERS OR FUTURE OCCUPANTS ARE NOT
PERMITTED.
5 REFER TO CIVIL, STRUCTURAL ELECTRICAL, AND MECHANICAL
DRAWINGS FOR ADDITIONAL NOTES AND REFERENCES.
6 GENERAL CONTRACTOR AND APPLICABLE SUB CONTRACTORS
SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO
COMMENCING DEMOLITION AND NEW CONSTRUCTION. DO
NOT SCALE DRAWINGS.
8 GENERAL CONTRACTOR TO COORDINATE WITH OWNER ON
ALL OWNER PROVIDED EQUIPMENT AND FURNISHINGS.
9 DETAILS ARE SHOWN TO DESCRIBE DESIGN INTENT,
COORDINATE COMPLETE SHOP DRAWINGS, SHOWING ALL
CONSTRUCTION DETAILS AND LAYOUTS AS REQUIRED FOR A
COMPLETE JOB, ADHERING TO THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS, WARRANTIES AND, GOVERNING
CODES.
SCALE: 1/8" = 1'-0"A200 A100
2 ARCH PROFILE CLEARANCE REQUIREMENTS
CODE & LIFE-SAFETY NOTES
1 PER UFC 4-420-01, SECTION 3-6.3 "MEANS OF EGRESS":
COMPLIANCE WITH NFPA 101 MEANS OF EGRESS
REQUIREMENTS IS NOT REQUIRED FOR AE STORAGE
FACILITIES.
FLOOR SLAB
0"
REQ'D INTERIOR
CLEARANCE
13'-0"
A300
A300
T.O. EAST WALL
17'-10"
11.30 3.33 5.31
CEILING APEX
14'-6"
8.31
5.31
LOADING DOCK
FRONT EDGE
-2"
EX. ASPHALT
PAVEMENT
-4'-0" 3'-
3.30
A500
A500
A500
A600
26.04
5.10
22.30
23.3023.30
22.30
4.304.30
5.10
5.1026.30
3.323.32
23.30
5.10
8.30
26.31
26.04
6'-0"
6'- 0"
6'-0"
6'- 0"
5.105.1026.32
33.31 33.31
FLOOR SLAB
0"
REQ'D INTERIOR
CLEARANCE
13'-0"
T.O. EAST WALL
17'-10"
11.30
8.31
CEILING APEX
14'-6"
5.31
LOADING DOCK
FRONT EDGE
-2"
EX. ASPHALT
PAVEMENT
-4'-0"
3'-
3.30
A500
A100
A100
5.10
5.32
5.10
5.105.10
CHARLESTON
NO. 05148
SHAWN M. MELLINST
AT
E OF SOUTH CAROLINA
REGISTERED A RCHITECT
GLICK/BOEHM
CHARLESTON
NO. B-80006 T
CE
TIHCRADER
ET
SI
G E
R
TH CARO
LIN
A
S
TA
TE
OF
SOU
& ASSOCIATES, INC.
IR
A D
M AN
COM
MO
IT Y
B I L
IR
A D
M AN
COM
MO
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B I L
DK
FX
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PA
IR
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UN
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S
FA
C
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TIE
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B .2
DKFX 1062893
Fi na l S ub m itt al D S G N
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D R W N
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D A
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D A
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G
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BAIR AS
I N62 8T H
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IN
T B A S E
C H A R
LE
S
TO
N
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
OFSHEET
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
RECORD DRAWING DATE
ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
F O R
J O
IN
T
B A S E
C H A R L E S T O N
IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
G
R E V
IS
IO
N S
R E V
D E S C R
IP
TI
O N
P R E P
B Y
D A
TE
A P P R 'D
IN
TE
RI
O
R D
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SI
G N
PL
A
N N
IN
G
A
RC
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C ha rle st io n, S ou th
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2.
w w w .g ba ar ch ite ct ur e.c om
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E H
M A
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E C
T U
R E
A/E SEALCOA SEAL A/E SEALCOA SEAL
/0
8/
/0
8/
/0
8/
09/08/2022
JK JK JK
EX
TE
RI
OR
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LE
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TI
ON
S
A200
KEYNOTE LEGEND
KEY
VALUE KEYNOTE TEXT
3.30 CAST-IN-PLACE CONCRETE STAIR
3.32 CAST-IN-PLACE CONCRETE WALL, REFER TO STRUCTURAL
3.33 CONCRETE LOADING DOCK, SLOPE 1/8" PER 12" AWAY
FROM BUILDING, REFER TO STRUCTURAL
4.30 SEGMENTAL BLOCK RETAINING WALL, REFER TO CIVIL AND
STRUCTURAL
5.10 42" HIGH GALVANIZED METAL GUARDRAIL WITH 36" HIGH
HANDRAIL, REFER TO DETAILS ON A500
5.31 3" DIAMETER X 30" GALVANIZED STEEL PIPE FILLED WITH
CONCRETE, EACH SIDE OF DOOR, 4", PROJECTION ABOVE
LOADING DOCK SLAB. PRIME AND PAINT EXPOSED PIPE. RE:
DETAIL 7/A500
5.32 METAL RAILING TO RETURN TO REAR OF CONCRETE
RETAINING WALL AT EACH SIDE
8.30 SLIDING METAL BLAST DOOR, PAINT, REFER TO SPEC.
099000
8.31 BLAST DOOR TRACK AND HOOD
11.30 LAMINATED LOADING DOCK BUMPERS, MODEL: B4510-123-A
OR EQUAL, 10"H x 12" WIDE
22.30 FLOOR DRAIN DISCHARGE, RE: MECH.
23.30 WALL LOUVER, REFER TO MECHANICAL
26.04 LIGHT FIXTURE, RE: ELEC.
26.30 ELECTRIC PANEL, RE: ELEC.
26.31 LOCKABLE WEATHER PROOF COMMUNICATIONS SERVICE
ENTRY, RE: ELEC.
26.32 INTRUSION DETECTION AND SECURITY PANEL, RE: ELEC.
33.31 PERIMETER DRAIN OUTFALL, RE: CIVIL
0 8 12 164
GRAPHIC SCALE
ELEVATION NOTES
1 REFER TO A100 FOR GENERAL PROJECT NOTES.
2 REFER TO A100 FOR FLOOR PLAN
3 REFER TO A300 FOR SECTIONS
SCALE: 1/4" = 1'-0"A100 A200
2 WEST ELEVATION
SCALE: 1/4" = 1'-0"A100 A200
1 NORTH ELEVATION
0"
REQ'D INTERIOR
CLEARANCE
13'-0"
CL
A300
A300
T.O. EAST WALL
17'-10"
3.017.03
CEILING APEX
14'-6"
33.30
5.307.30
LOADING DOCK
FRONT EDGE
-2"
EX. ASPHALT
PAVEMENT
-4'-0"
14.31
31.03
TYP.
26.04
SLAB SLOPES TO
DRAINS, RE: PLAN
SLAB SLOPES TO
DRAINS, RE: PLAN
SLAB SLOPES TO
DRAINS, RE: PLAN
SLAB SLOPES TO
DRAINS, RE: PLAN
22.31 22.31
30'-0"
5'-9"
27'-3" 27 '-3
5'-9"
30'-0"
5'-
1/ 4"
3'-
1/ 2"
3'-
1/ 2"
5'-
3/ 8"
A100
4'-
1/ 8"
4'-
1/ 8"
13'-6 1/8"13'-6 1/8"
1'-
1/ 8"
10'-1 3/4"1'-
1/ 8"
10'-1 3/4"
'-8
/8
A500
5'-0" 5'-0"
11'-0" 11'-0"
'-0
8'- 8"
TYP.
26.04
TYP.
26.04
TYP.
26.04
FLOOR SLAB
0"
REQ'D INTERIOR
CLEARANCE
13'-0"
T.O. EAST WALL
17'-10"
14.30
3.32
3.017.03
31.03
3.33 3.34 33.30
31.01
CEILING APEX
14'-6"
7.30
LOADING DOCK
FRONT EDGE
-2"
EX. ASPHALT
PAVEMENT
-4'-0"
5.10
6"
12"
SLAB SLOPES TO
DRAINS, RE: PLAN
SLAB SLOPES TO
DRAINS, RE: PLAN
SLAB SLOPES TO
DRAINS, RE: PLAN
SLAB SLOPES TO
DRAINS, RE: PLAN
SLAB SLOPES TO
DRAINS, RE: PLAN
SLAB SLOPES TO
DRAINS, RE: PLAN
A100
A100
5.10
TYP.
26.04
31.01
7.30
5.30 23.3123.31 8.31
8.30
A500
26.04
CHARLESTON
NO. 05148
SHAWN M. MELLINST
AT
E OF SOUTH CAROLINA
REGISTERED A RCHITECT
GLICK/BOEHM
CHARLESTON
NO. B-80006 T
CE
TIHCRADER
ET
SI
G E
R
TH CARO
LIN
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S
TA
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OF
SOU
& ASSOCIATES, INC.
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T B A S E
C H A R
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RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
OFSHEET
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
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RECORD DRAWING DATE
ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
F O R
J O
IN
T
B A S E
C H A R L E S T O N
IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
G
R E V
IS
IO
N S
R E V
D E S C R
IP
TI
O N
P R E P
B Y
D A
TE
A P P R 'D
IN
TE
RI
O
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SI
G N
PL
A
N N
IN
G
A
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C ha rle st io n, S ou th
C ar ol in a
T:
3.
7.
F:
3.
2.
w w w .g ba ar ch ite ct ur e.c om
G L
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B O
E H
M A
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H
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T U
R E
A/E SEALCOA SEAL A/E SEALCOA SEAL
/0
8/
/0
8/
/0
8/
09/08/2022
JK JK JK
B
UI
LD
IN
G
SE
C
TI
ON
S
A300
KEYNOTE LEGEND
KEY
VALUE KEYNOTE TEXT
3.01 CONCRETE MAT FLOOR SLAB, SLOPED TO FLOOR DRAINS,
RE: STRUCTURAL
3.32 CAST-IN-PLACE CONCRETE WALL, REFER TO STRUCTURAL
3.33 CONCRETE LOADING DOCK, SLOPE 1/8" PER 12" AWAY
FROM BUILDING, REFER TO STRUCTURAL
3.34 CONCRETE FOOTING, REFER TO STRUCTURAL
5.10 42" HIGH GALVANIZED METAL GUARDRAIL WITH 36" HIGH
HANDRAIL, REFER TO DETAILS ON A500
5.30 PREFABRICATED CORRUGATED METAL WALL SYSTEM,
REFER TO STRUCTURAL
7.03 AIR/MOISTURE BARRIER
7.30 FLUID APPLIED WATERPROOFING SYSTEM. INSTALL
SEALANT AT ALL CORRUGATED METAL DECK SEEMS, ALL
BOLTS AND ALL TRASITIONS FROM CORRUGATED DECK TO
CONCRETE PRIOR TO INSTALLATION OF WATERPROOFING
SYSTEM
8.30 SLIDING METAL BLAST DOOR, PAINT, REFER TO SPEC.
099000
8.31 BLAST DOOR TRACK AND HOOD
14.30 CONVEYOR LANES TO BE DESIGNED, PROVIDED AND
INSTALLED BY THE GOVERNMENT. THIS EQUIPMENT AND
LABOR ARE EXCLUDED FROM THE CONTRACT.
14.31 INTERIOR CONVEYOR SYSTEM TO BE DESIGNED, PROVIDED
AND INSTALLED BY THE GOVERNMENT. THIS EQUIPMENT
AND LABOR ARE EXCLUDED FROM THE CONTRACT.
22.31 FLOOR DRAIN PIPING, RE: MECH.
23.31 MECHANICAL EXHAUST, REFER TO MECHANICAL
26.04 LIGHT FIXTURE, RE: ELEC.
31.01 TOP SOIL, REFER TO CIVIL
31.03 FILL, REFER TO CIVIL
33.30 PERIMETER DRAIN, RE: CIVIL
0 16 24 328
GRAPHIC SCALE
SECTION NOTES
1 REFER TO A100 FOR GENERAL PROJECT NOTES
2 REFER TO STRUCTURAL DRAWINGS FOR WALL
CONSTRUCTION.
SCALE: 1/4" = 1'-0"A100 A300
1 BUILDING CROSS-SECTION
SCALE: 1/4" = 1'-0"A100 A300
2 BUILDING LONGITUINAL SECTION
REFER TO STRUCTURAL
FOR CONNECTION DETAILS
12" THICK CAST-IN-PLACE CONCRETE
WALL REFER TO STRUCT.
GALVANIZED
CORRUGATED
STEEL ARCH RE:
STRUCT.
PRIMER
FLUID APPLIED
MEMBRANE
20 MIL HDPE
PROTECTION LAYER
DRAINAGE MAT
SOIL AND FILL
PER CIVIL
DRAWINGS
RAILING POST, REFER
TO DETAIL: 4/A500
NON SHRINK
GROUT, RE:
STRUCT.
BLAST DOOR
TRACK PER
MANUFACTURER
NEW STAINLES STEEL REGLET
BACKER ROD & SEALANT
2"
1'- 6"
1'- 6"
6"
11"
5/
8"
6" 1'-
6" 1'-
6"
3'-
/8
5'-0"
4"4"
4"
1'- 6"
2'- 3"
1'-0"
1.5" DIA. HANDRAIL
1.5" DIA. GUARDRAIL 1.5" DIA. VERTICAL POST
CAST-IN-PLACE
CONCRETE STAIR
1"
3'- 6"
RAILING NOTE:
ALL METAL RAILING ELEMENTS
ARE TO BE GALVANIZED STEEL
WITH WELDED CONNECTIONS
BUILDING WALL
A500
3'-
" L
OA
DI
NG
D
OC
K
FR
ON
T
ED
GE
3'-
/4
" L
OA
DI
NG
D
OC
K
AT
W
AL
L
3'- 6"
8"
6" 1'-
6" 1'-
6"
1-1/2" GALVANIZED STEEL
VERTICAL POSTS
1-1/2" GALVANIZED STEEL
HORIZONTAL RAILS,
TYPICAL OF (3)
12" THICK CONCRETE
BLAST WALL, REFER
TO STRUCTURAL
EMBED POST AND
GROUT AT ALL SIDES
1'-0"
6" 6"
FILL, TOP SOIL
AND SOD,
REFER TO CIVIL
SEGMENTAL BLOCK
RETAINING WALL, REFER
TO STRUCTURAL & CIVIL
SEGMENTAL BLOCK
KEYSTONE CAP UNIT,
REFER TO CIVIL
3'- 6"
2'- 6"
4"
6" 1'-
6" 1'-
6" 2"
M
IN
1-1/2" GALVANIZED STEEL
VERTICAL POSTS
1-1/2" GALVANIZED STEEL
HORIZONTAL RAILS,
TYPICAL OF (3)
12" DIAMETER CONCRETE
POST FOOTING AT EACH
RAILING SUPPORT POST
EMBED POST 30" AND
GROUT AT ALL SIDES
1'-0"
6" 6" 1'-0"
TOP SOIL AND SOD,
REFER TO CIVIL
DRAINAGE FILL,
REFER TO CIVIL
3'- 6"
8"
6" 1'-
6" 1'-
6"
1-1/2" GALVANIZED STEEL
VERTICAL POSTS
1-1/2" GALVANIZED STEEL
HORIZONTAL RAILS,
TYPICAL OF (3)
CONCRETE LOADING
DOCK SLAB, REFER
TO STRUCTURAL
EMBED POST AND
GROUT AT ALL SIDES
6"
FLOOR SLAB
0"
GALVANIZED CORRUGATED
STEEL ARCH REFER TO
STRUCTURAL
PRIMER
FLUID APPLIED
MEMBRANE
SOIL AND FILL
PER CIVIL DRAWINGS
FIBER WRAPPED GRAVEL
FILTER, RE: CIVIL
PERFORATED DRAIN
PIPE, RE: CIVIL
20 MIL HDPE
PROTECTION LAYER
DRAINAGE MAT
FLUID APPLIED
MEMBRANE
CONCRETE SLAB,
RE: STRUCT.
SLOPE
SOIL AND FILL
PER CIVIL DRAWINGS
20 MIL HDPE
PROTECTION LAYER
DRAINAGE MAT
NON SHRINK GROUT,
RE: STRUCT.
4" 4"
2'- 6"
PRIME PAINT
3" SCH, 40 PIPE
4"
TOP OF LOADING
DOCK CONCRETE SLAB
CHARLESTON
NO. 05148
SHAWN M. MELLINST
AT
E OF SOUTH CAROLINA
REGISTERED A RCHITECT
GLICK/BOEHM
CHARLESTON
NO. B-80006 T
CE
TIHCRADER
ET
SI
G E
R
TH CARO
LIN
A
S
TA
TE
OF
SOU
& ASSOCIATES, INC.
IR
A D
M AN
COM
MO
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B I L
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MO
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B .2
DKFX 1062893
Fi na l S ub m itt al D S G N
B Y
D A
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D R W N
B Y
D A
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C H K
B Y
D A
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G
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BAIR AS
I N62 8T H
C H
AR
LE
ST
O
N A
FB
, S
C
JO
IN
T B A S E
C H A R
LE
S
TO
N
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
OFSHEET
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
RECORD DRAWING DATE
ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
F O R
J O
IN
T
B A S E
C H A R L E S T O N
IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
G
R E V
IS
IO
N S
R E V
D E S C R
IP
TI
O N
P R E P
B Y
D A
TE
A P P R 'D
IN
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RI
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SI
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PL
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2.
w w w .g ba ar ch ite ct ur e.c om
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A/E SEALCOA SEAL A/E SEALCOA SEAL
/0
8/
/0
8/
/0
8/
09/08/2022
JK JK SM
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PI
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AL
D
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AI
LS
A500
SCALE: 1 1/2" = 1'-0"A300 A500
1 TYPICAL WATERPROOFING DETAIL
SCALE: 3/4" = 1'-0"A200 A500
2 STAIR AND RAILING DETAIL
SCALE: 1" = 1'-0"A200 A500
4 RAILING AT BLAST WALL
SCALE: 1" = 1'-0"A200 A500
5 RAILING AT SEGMENTAL BLOCK
SCALE: 1" = 1'-0"A500 A500
3 RAILING AT LOADING DOCK
SCALE: 1 1/2" = 1'-0"A300 A500
6 TYPICAL WATERPROOFING DETAIL @ ARCH BASE
SCALE: 1 1/2" = 1'-0"A500
7 PIPE GUIDE DETAIL
GENERAL NOTES
1. STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ENTIRE SET OF PROJECT DRAWINGS, PROJECT MANUAL, AND ALL SHOP DRAWING SUBMITTALS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATING DIMENSIONS, CLEARANCES AND
ALL OTHER COORDINATION ISSUES WITH OTHER TRADES.
3. IN CASE OF CONFLICT BETWEEN VARIOUS STRUCTURAL DRAWINGS, STRUCTURAL PLANS, OR STRUCTURAL
DETAILS THE MORE STRINGENT SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID
FOR THE MORE COSTLY CONDITION.
4. IN CASE OF CONFLICT BETWEEN DRAWINGS, DRAWING NOTES, AND SPECIFICATIONS THE MORE STRINGENT
SHALL GOVERN. THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FOR THE MORE COSTLY
CONDITION.
5. WORK NOT INDICATED ON THE DRAWINGS, BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT
CORRESPONDING PLACES SHALL BE REPEATED.
6. ALL NOTES, DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL FOR THE GENERAL CONDITIONS INDICATED OR REFERENCED. ALL NOTES, DETAILS AND SECTIONS SHALL APPLY TO ANY SIMILAR SITUATION THROUGHOUT THE ENTIRE PROJECT UNLESS A SEPARATE NOTE, DETAIL OR SECTION IS PROVIDED.
7. REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH WORK.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING AND IN PLACE WORK OR UTILITIES DURING
CONSTRUCTION
9. COORDINATE STRUCTURAL DRAWINGS WITH OTHER CONTRACT DRAWINGS, SPECIFICATIONS, OR SHOP
DRAWINGS WHICH MAY AFFECT THE STRUCTURAL WORK.
10. USE OF REPRODUCED CONTRACT DRAWINGS IN PART OR WHOLE FOR THE PURPOSE OF SHOP DRAWING PREPARATION SHALL NOT RELIEVE THE CONTRACTOR OR SUBCONTRACTOR FROM THE REQUIREMENT TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE.
11. ALL SUBMITTALS SHALL BE REVIEWED BY THE SUBCONTRACTOR AND CONTRACTOR FOR CONFORMANCE TO THE CONTRACT DOCUMENTS, FOR COMPLETENESS, AND TO RESPOND TO CONTRACTOR COORDINATION RELATED QUESTIONS PRIOR TO SUBMITTING FOR APPROVAL. ALL SHEETS SHALL BE STAMPED AND INITIALED BY THE CONTRACTOR INDICATING SUCH A REVIEW HAS BEEN COMPLETED PRIOR TO ISSUING
SUBMITTAL FOR APPROVAL.
12. CONTRACTOR SHALL MAKE NO DEVIATIONS FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN
APPROVAL.
13. ALL ELEVATIONS INDICATED IN STRUCTURAL DRAWINGS ARE IN REFERENCED TO A GROUND FLOOR FINISHED SLAB ELEVATION OF 0'-0" UNLESS NOTED OTHERWISE. SEE CIVIL FOR GROUND FLOOR FINISHED
SLAB ELEVATION.
14. ALL EXTERIOR COMPONENTS ARE SUBJECT TO COMPONENTS AND CLADDING LOADING AS DIRECTED BY THE IBC. IT IS THE G.C. AND COMPONENT MANUFACTURER'S RESPONSIBILITY TO ENSURE ALL COMPONENTS HAVE BEEN DESIGNED AND/OR TESTED TO MEET THE COMPONENTS AND CLADDING LOADING SPECIFIC TO
THIS SITE AS REQUIRED BY THE IBC.
FOUNDATIONS
1. SUBGRADE PREPARATION INCLUDING BUT NOT LIMITED TO STRIPPING, MUCKING, COMPACTING, VIBRATORY
COMPACTING, SURCHARGING, DEWATERING, SOIL REPLACEMENT, AND SOIL MODIFICATION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT FOR THE PROJECT, THE WRITTEN RECOMMENDATIONS
OF THE GEOTECHNICAL ENGINEER, AND ALL PROJECT SPECIFICATIONS
2. CENTER ALL FOUNDATIONS BENEATH THEIR RESPECT WALL OR COLUMN UNLESS NOTED OTHERWISE.
3. HORIZONTAL JOINT ARE NOT PERMITTED IN FOUNDATIONS
4. SEE TYPICAL DETAILS FOR CONSTRUCTION OF VERTICAL CONSTRUCTION JOINTS AND LIMITATIONS ON
LOCATIONS
5. DO NOT INSTALL PLUMBING, PLUMBING SLEEVES IN OR THROUGH FOUNDATIONS UNLESS SPECIFICALLY
DETAILED ON THE STRUCTURAL DRAWINGS, OR WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF
RECORD
6. PLUMBING RUNS BELOW GRADE SHALL NOT RUN BENEATH AND PARALLEL TO CONTINUOUS FOOTINGS
7. ALL REINFORCING STEEL SHALL BE SUPPORTED ON CHAIRS OR BOLSTERS TO PROPER ELEVATION AND
SHALL BE SECURELY ANCHORED
8. FOUNDATION SIZES SHOWN ASSUME FOOTINGS ARE CONSTRUCTED WITH SIDE FORMS
9. EARTH FORMED FOUNDATIONS ARE PERMITTED IF SUBGRADE IS STABLE ENOUGH TO HOLD THE FACE OF
THE EXCAVATION. ALL FOUNDATION SIZES FOR EARTH FORMED FOUNDATIONS SHALL BE INCREASED 1" IN
ALL DIRECTIONS
10. ALL FOUNDATION EXCAVATIONS SHALL BE DEWATERED PRIOR TO PLACING CONCRETE
11. BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL CONCRETE OR GROUT HAS ACHIEVED
75% OF THE REQUIRED STRENGTH.
12. FIELD TESTING AND INSPECTION OF FOUNDATIONS, SUBGRADE MATERIALS AND SUBGRADE PREPARATION
SHALL BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND SHALL
BE IN ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.
1. FOUNDATION DESIGN VALUES:
ALLOWABLE BEARING CAPACITY 1000 PSF W/ 1.5" OF SETTLEMENT
2. GRAVITY LOAD DESIGN VALUES: IBC-2018 / ASCE 7-16
FLOOR LIVE LOADS:
MUNITIONS STORAGE (MAX WEIGHT OR FORKLIFT) 500-PSF
GROUND SNOW LOADS:
SNOW 5-PSF
DEAD LOADS:
ACTUAL MATERIAL WEIGHTS PLUS SOIL FILL ABOUT STRUCTURE
RAIN LOAD DESIGN VALUES: IBC-2018 / ASCE 7-16
60 MIN. DURATION/100 YEAR MEAN RECURRANCE:
INTENSITY (i) = NA
STEEL ARCH LOADING:
2'-0" MIN. & 2'-3" MAX. SOIL COVER; SEE CIVIL
100 PSF LIVE LOAD AND (2)- 5,000 POUND MOVING EQUIPMENT LOADS
SEE SHEET S703
3. SEISMIC DESIGN VALUES: IBC-2018 / ASCE 7-16
Ss = 1.097 S1 =0.348 Sds =0.78g Sd1 =0.40g
SITE CLASS: "D" (ASSUMED)
BUILDING RISK CATEGORY: "IV"
IMPORTANCE FACTOR: Ie = 1.5
SEISMIC DESIGN CATEGORY: "D"
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE
SEISMIC FORCE RESISTING SYSTEM:
-SPECIAL REINFORCED CONCRETE SHEAR WALLS
RESPONSE MODIFICATION FACTOR: R = 6
DEFLECTION AMPLIFICATION FACTOR: Cd = 5
SYSTEM OVERSTRENGTH FACTOR: OMEGA = 2.5
ALLOWABLE INTERSTORY DRIFT: 0.02 Hsx
4. WIND LOAD DESIGN VALUES: IBC-2018 / ASCE 7-16
V = 162 mph (3-sec gust)
BUILDING RISK CATEGORY: "IV"
IMPORTANCE FACTOR: I = 1.0
EXPOSURE CATEGORY: "C"
ENCLOSURE CLASSIFICATION: ENCLOSED
WIND DIRECTIONALITY FACTOR: Kd = 0.85 TOPOGRAPHIC FACTOR: Kzt = 1.0 VELOCITY EXPOSURE COEFFICIENT: Kz = 0.85 VELOCITY PRESSURE: q = 45 psf
INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.18
ALLOWABLE INTERSTORY DRIFT: 0.0025 Hsx
STRUCTURAL DESIGN CRITERIA
TCX TOP CHORD EXTENSION
E0S EDGE OF SLAB
OUT TO OUT
OUTSIDE DIAMETER
OUTSIDE FACE
ON CENTER
OPENING
PLATE
OPPOSITE
OPEN WEB
POWDER ACTUATED FASTENER
POUNDS PER LINEAL FOOT
RADIUS
REFERENCE
RIGHT
RADIUS POINT
ROOF TOP UNIT
REVISION
RETURN
REINFORCEMENT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
PROJECTION
O/O
OPNG
OC
OF
OD
OPP
0W
PLF
PAF
PL
ADJ
AB
AHU
AFF
ALUM
BUILDING
ARCH
APPD
B/
BLDG
APPROX
ALT
APPROXIMATE
APPROVED
ALTERNATE
ALUMINUM
ADJACENT
BOTTOM OF
ARCHITECT
AIR HANDLING UNIT
ABOVE FINISHED FLOOR
ANCHOR BOLT
PT
PSF
PSI
REF
RAD
RP
REV
RET
RTU
RT
BOTTOM
BEARING
BETWEEN
BLOCK
BRG
BOT
BRDG
BTWN
BLK
CLEAR
COLUMN
CHAM
CIRC
C/C
CLR
COL
CMU
CJ
CANT
BRIDGING
CANTILEVER
CONTROL JOINT
CIRCULAR
CHAMFER
CONCRETE MASONRY UNITS
CENTER TO CENTER
BEAMBM
PROJ
REINF
SLAB BOLSTER
STEP FOOTING
SPECIFICATIONS
SCHEDULE
SECTION
SIMILAR
SLEEVE ANCHOR
STEEL
STAINLESS STEEL
STANDARD
STIFFENERS
SPACING,ES
SQUARE
SHORT SLOTTED HOLES
TOP OF
SYMMETRICAL
TOP AND BOTTOM
TIE BEAM
TIE COLUMN
TYPICAL
TUBE STEEL
TRANSVERSE
TEMPORARY
UNLESS NOTED OTHERWISE
SB
SA
SIM
SPEC
SF-
SECT
SSL
SQ
SP
STIFF
STL
STD
SS
CONST
CONN
CONC
CTRD
COORD
CONTR
CONT
DOUBLE
DEPTH
DETAIL
D
DBL
DIA
DIM
DIAG
DET
CONSTRUCTION
COORDINATE
CONTINUOUS
CONTRACTOR
CENTERED
DIMENSION
DIAGONAL
DIAMETER
CONNECTION
CONCRETE
SYMM
TC
T&B
TB
T/
TYP
TS
TRAN
UNO
TEMP
EACH
EAST
DWGS
EB
EF
EA
E
EQUAL
EL
ELEV
EMBED
EJ
EQ
ENGR
EQUIP
DRAWINGS
EXPANSION BOLT
EACH FACE
EMBEDMENT
EQUIPMENT
ELEVATOR
ENGINEER
ELEVATION
EXPANSION JOINT
DEAD LOADDL
SCHED
WEST
WITH
WITHOUT
VERTICAL
WEIGHT
WORK POINT
WELDED WIRE MESH
W
VERT
W/ W/O
WT
WWM
WP
EXISTING
EXP
EW
ES
EXT
EXIST
FINISH
FLOOR
FEET
FOOTING
FRAMING
FF
FLR
FIN
FTG
FRMG
FT
FDN
FC
EXTERIOR
EXPANSION
FILLED CELL
EACH WAY
FOUNDATION
FINISHED FLOOR
EACH SIDE
GAUGE
FV
GA
GALV
HORIZ
HEIGHT
INCH
HSB
HT
IF
IN
ID
HSA
HORIZONTAL
GALVANIZED
INSIDE DIAMETER
INSIDE FACE
HIGH STRENGTH BOLT
HEADED STUD ANCHOR
FIELD VERIFY
EQUIVALENTEQUIV
SOUTHS
INTERIOR
LONG
POUND
INCL
INT
LL
LG
LB
LIGHT
LLV
LLH
LONG
LTWT
LT
LSL
LLBB
INCLUDE, ING
LIVE LOAD
LIGHTWEIGHT
LONGITUDINAL
LONG LEG BACK TO BACK
LONG SLOTTED HOLES
LONG LEG VERTICAL
LONG LEG HORIZONTAL
MINIMUM
MIDDLE
MAX
MAS
MECH
MID
MIN
MFR
MEZZ
NOMINAL
NUMBER
NORTH
MJ
MISC
MO
NOM
NO
NIC
N
MANUFACTURER
MEZZANINE
MECHANICAL
MAXIMUM
MASONRY
MASONRY JOINT
MISCELLANEOUS
NOT IN CONTRACT
MASONRY OPENING
NTS
NS
NOT TO SCALE
NEAR SIDE
AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
ABBREVIATIONS:
JOIST BEARING ELEVATIONJBE
DECK BEARING ELEVATIONDBE
CAST-IN-PLACE CONCRETE
1. ALL CAST-IN-PLACE CONCRETE SHALL CONFORM TO SPECIFICATION SECTION 03 30 00-"CAST-IN-PLACE
CONCRETE"
2. LAP ALL WWM/WWR ONE MESH SPACING PLUS A 2" OFFSET AND SECURELY ANCHOR
3. ALL CONTINUOUS REINFORCEMENT SHALL BE LAPPED PER SCHEDULES AND DETAILS
4. REINFORCEMENT SHALL BE SECURELY ANCHORED IN POSITION. THE CONTRACTOR SHALL PROVIDE ADDITIONAL
BARS, STANDEES, OR STIRRUPS TO ANCHOR BARS IN THE PROPER POSITION
5. THE DESIGN AND CONSTRUCTION OF FORMS AND SHORES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
6. QUALIFIED WORKMEN SHALL CONSTANTLY OBSERVE AND ADJUST FORMS AND SHORES AS REQUIRED DURING
CONCRETE PLACEMENT.
7. ALL SHORING SHALL REMAIN IN PLACE UNTIL THE SUPPORTED CONCRETE HAS ATTAINED 75% OF THE REQUIRED
28 DAY COMPRESSIVE STRENGTH.
8. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC AS
REQUIRED FOR ALL TRADES BEFORE CONCRETE IS POURED. THESE ITEMS SHALL BE INSTALLED AND VERIFIED BY
THE CONTRACTOR.
9. SEE PLUMBING DRAWINGS FOR FLOOR DRAINS
10. FOR CONCRETE PADS SEE ARCHITECTURAL AND MECHANICAL DRAWINGS
11. FOR EXTERIOR SIDEWALKS AND CURBS SEE CIVIL DRAWINGS
12. FOR WATERPROOFING REQUIREMENTS SEE ARCHITECTURAL DRAWINGS
13. DOWELS SHALL MATCH WALL REINFORCING UNLESS NOTED OTHERWISE.
14. ALL INTERIOR SLABS SHALL HAVE A STEEL TROWELED FINISH UNLESS NOTED OTHERWISE. COORDINATE SLAB
FINISH FOR AREAS WITH SPECIALTY FLOOR COVERINGS WITH SPECIFICATIONS AND FINISH SCHEDULE.
15. ALL REINFORCING STEEL SHALL BE DETAILED FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-14 AND
ACI SP-066 2004.
16. PROVIDE THE FOLLOWING CONCRETE CLEAR COVER OVER REINFORCING (UNO):
A. FOOTINGS, GRADE BEAMS, TIE BEAMS AND PILE CAPS: 3"
B. INTERIOR BEAMS AND COLUMNS: 1"
C. EXTERIOR BEAMS AND COLUMNS: 2"
D. PEDESTALS: 2"
E. STRUCTURAL SLABS ON GRADE:
a. 3" BOTTOM
b. 3/4" TOP @ INTERIOR SPACES
c. 1 1/2" TOP AT EXTERIOR SPACES
F. INTERIOR FORMED ELEVATED SLABS: 3/4" BOTTOM, 3/4" TOP
G. EXTERIOR FORMED ELEVATED SLABS: 1 1/2" BOTTOM, 1 1/2" TOP
H. SLABS ON DECK: WWM CENTERED IN COVER OVER DECK FLUTES
I. SLABS ON GRADE: WWM IN TOP 1/3, REINFORCING STEEL CENTERED
J. CONCRETE WALLS: 1 3/4" UNO
17. REINFORCEMENT SHALL NOT BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS EMBEDS OR OTHER
ITEMS.
18. AT CHANGES OF DIRECTION IN CONTINUOUS CONCRETE ELEMENTS PROVIDE CORNER BARS OF SAME SIZE AND
SPACING OF HORIZONTAL REINFORCING.
19. PLACE CONCRETE PER ACI 318-14. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM
FREE FALL HEIGHT TO 6'-0" AND TAKE PRECAUTIONS TO AVOID CONCRETE SEGREGATION.
20. FIELD TESTING AND INSPECTION OF CONCRETE MATERIALS AND CONCRETE INSTALLATION SHALL BE COMPLETED BY AN INDEPENDENT TESTING AGENCY COMMISSIONED BY THE OWNER, AND SHALL BE IN
ACCORDANCE WITH THE SCHEDULE OF SPECIAL INSPECTIONS.
STRUCTURAL STEEL FRAMING
1. ALL STRUCTURAL STEEL ERECTION SHALL COMPLY WITH AISC 360-16 AND AISC 303-16.
2. CUTS OR BURNING OF HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE
PERMITTED.
3. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OR GUYS TO PROVIDE LATERAL
SUPPORT OF THE STRUCTURAL STEEL UNTIL THE PERMANENT LATERAL FORCE RESISTING
SYSTEM IS COMPLETED.
4. FIELD TESTING AND INSPECTION OF STRUCTURAL STEEL MATERIALS AND STRUCTURAL
STEEL INSTALLATION SHALL BE COMPLETED BY AN INDEPENDENT TESTING AGENCY
COMMISSIONED BY THE OWNER, AND SHALL BE IN ACCORDANCE WITH THE SCHEDULE OF
SPECIAL INSPECTIONS.
CORRUGATED STEEL PLATE GENERAL NOTES
1. THE SYSTEM IS A ZINC COATED (GALVANIZED) CORRUGATED STEEL PLATE ARCH STRUCTURE AS DEPICTED IN THE DRAWINGS TO SUPPORT EARTH COVER AS SHOWN IN THE DRAWINGS AND THE ASSOCIATED
TEMPORARY CONSTRUCTION LOADINGS AS WOULD BE EXPECTED DURING THE EARTH FILL AND
CONSTRUCTION OPERATIONS. THE STEEL PLATE ARCH IS INTERCONNECTED TO A FRONT AND REAR CAST
IN PLACE CONCRETE WALL AS SHOWN INT THE DRAWINGS.
2. CORRUGATED STEEL PLATE SHALL BE IN ACCORDANCE WITH ASTM A761/A761M AND AASHTO M 167M/M 167
WITH 1 GAGE THICKNESS.
3. PROVIDE PRODUCTS WITH AN AVERAGE RECYCLED CONTENT OF STEEL PRODUCTS OF POSTCONSUMER
RECYCLED CONTENT PLUS ONE HALF OF PRECONSUMER RECYCLED CONTENT NOT LESS THAN 25
PERCENT.
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R E V
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IP
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D e s ig n S u b m it ta l
D S G N
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D D A T E
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C H A R L E S T O N
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
OFSHEET
A
IR
M O
B
IL
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Y
C O
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A N
D D
E P
A R
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E
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O F
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A
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F O
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RECORD DRAWING DATE
ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
D E
P A
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TM
E N
T O
F
TH
E A
IR
F
O R
C E
A
IR
M O
B
IL
IT
Y
C O
M M
A N
D I
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D
M A
N
COM
MO
IT Y
B I L
F O R
J O
IN
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B A S E
C H A R L E S T O N
IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
G
R E V
IS
IO
N S
R E V
D E S C R
IP
T
IO
N
P R E P
B Y
D A T E
Y
EA
M A
NS
H
A
LL
R O
A D
HA
N
AH
AN
, S C
3-
6-
A D
C
EN
G
IN
EE
R
IN
G
.C O
M
D S G N
B Y
D A T E
D R W N
B Y
D A T E
C H K
B Y
D A T E
F O R
J O
IN
T
B A S E
C H A R L E S T O N
RE
PA
IR
M
U N
IT
IO
N S
FA
C
IL
IT
IE
S
B .2
DK
FX
J O
IN
T
B A S E
C H A R L E S T O N
S001
G E N E R A L
N O T E S
/0
/2
/0
/2
/0
/2
1. SF=STEP FOOTING, SEE TYPICAL DETAIL
2. CENTER ALL SPREAD FOOTINGS BENEATH COLUMNS/PIERS/PILASTERS
3. ALL STRIP FOOTING REINFORCING SHALL BE CONTINUOUS THROUGH SPREAD
FOOTINGS
4. PROVIDE CORNER BARS AT ALL STRIP FOOTING CHANGES IN DIRECTION
5. EXTEND STRIP FOOTINGS A MINIMUM OF 8" PAST END OF WALL AT FOOTING
TERMINATIONS
FOUNDATION GENERAL NOTES
S502
S501
F
F
28" THICK MAT SLAB; SEE
SECTIONS FOR REINFORCING;
SLOPE SLAB 1/8" PER FOOT TO
DRAINS INSIDE STRUCTURE;
PROVIDE 15 MIL VAPOR
BARRIER UNDER SLAB
C W
C
W
C W
T
Y P
S501
CIP CONCRETE PILASTER
CIP CONCRETE PILASTER
C W
S502
S703
1'-6"
STEEL ARCH
SEGMENTED BLOCK
RETAINING WALL; SEE CIVIL
& SPECS;
FOUNDATION/REINFORCED
FILL PER DELEGATED
DESIGN
SEGMENTED BLOCK
RETAINING WALL; SEE CIVIL
& SPECS;
FOUNDATION/REINFORCED
FILL PER DELEGATED
DESIGN
S503
S504
S503
S503
S504
2'-0"
RETURN
WALL EA END
2'-0"
RETURN WALL EA
END; T/WALL =
11'-10"
1'-6"
F
V E
R
IF
Y P
E R
A R
C H
D W
G S
/4
3'-0"
F20
F20
F 0 F20
SLOPE 1 1/4"
3/4" STEP @ F/WALL
FDFDFD
FDFDFD
S701
CAST IN PLACE
STAIRS
COORDINATE
REINFORCING WITH
DRAIN BLOCKOUTS; TYP.
1. T/MAT SLAB ELEVATION = 0'-0". COORDINATE W/ CIVIL FOR CORRESPONDING
MSL ELEVATION; PROVIDE 15 MIL VAPOR BARRIER UNDER MAT SLAB.
2. LOADING DOCK SLAB CONSTRUCTION IS CONTINUATION OF MAT FOUNDATION
ON COMPACTED SUBGRADE. SEE SECTIONS FOR REINFORCING. SEE SPECS
FOR FINISH REQUIREMENTS.
SLAB GENERAL NOTES
R=X"
• DENOTES SLAB RECESS OF "X" INCHES, COORDINATE
EXTENT OF RECESSS WITH ARCHITECTURAL DRAWINGS.
• DENOTES STEP IN TOP OF SLAB ELEVATION
• DENOTES FLOOR DRAIN; SEE MECH/PLUMBING DWGS FOR
SIZE & LOCATIONS
FD
No. 11950J E
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IP
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D S G N
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DRAWING SIZE:
PROJECT NO.
OFSHEET
A
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M O
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ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
D E
P A
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A
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IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
G
R E V
IS
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N S
R E V
D E S C R
IP
T
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N
P R E P
B Y
D A T E
Y
EA
M A
NS
H
A
LL
R O
A D
HA
N
AH
AN
, S C
3-
6-
A D
C
EN
G
IN
EE
R
IN
G
.C O
M
D S G N
B Y
D A T E
D R W N
B Y
D A T E
C H K
B Y
D A T E
F O R
J O
IN
T
B A S E
C H A R L E S T O N
RE
PA
IR
M
U N
IT
IO
N S
FA
C
IL
IT
IE
S
B .2
DK
FX
J O
IN
T
B A S E
C H A R L E S T O N
S101
F O U N D A T
IO
N
A N D
S L A B
P L A N
/0
/2
/0
/2
/0
/2
1/8" = 1'-0"1 FOUNDATION AND SLAB PLAN
CONTINUOUS FOOTING SCHEDULE
FOOTING
TYPE WIDTH THICKNESS
LONGITUDINAL
REINFORCING
TRANSVERSE
REINFORCING
F20 2'-0" 1'-0" (3)-#5'S BOTTOM #5'S @ 12" O.C.
BOTTOM
F50 5'-0" 1'-4" (6)-#5'S BOTTOM #5 @ 10" O.C.
BOTTOM
CIP CONCRETE WALL SCHEDULE
WALL
TYPE THICKNESS WALL REINF
CW1 1'-0" #7'S @8" O.C. INT. FACE VERT., #5'S @ 8" O.C. EXT.
FACE VERT., #5'S @ 8" O.C. HORIZ. EA FACE
CW2 1'-0" #5'S @ 12" O.C. VERT. EACH FACE & #4 @ 12" O.C.
HORIZ. EACH FACE
CW3 0'-8" #4'S @ 12" O.C. EACH WAY CENTERED
SEE TYPICAL DETAIL FOR HANGER TABS TO
SUPPORT ARCHITECTURAL AND MEP ITEMS AND
COORDINATE WITH ARCHITECTURAL AND MEP
PLANS FOR LOCATION OF HANGING ITEMS.
S502
FLOOR SLAB
0'-0"
SOIL GRADE, SEE CIVIL
SOIL GRADE, SEE CIVIL
SOIL GRADE, S
EE CIVIL
FILL, PER CIVIL
FILL, PER CIVIL
7'-0"7'-0"
MAT SLAB PER PLAN; SLAB WILL BE SLOPED 1/8"
PER FOOT TO DRAINS; COORD. W/ MEP DWGS
FOR DRAIN LOCATIONS
SLOPE
CANTILEVERS PER
SECTION
DRAIN PER CIVIL
15 MIL VAPOR
BARRIER
S502
FLOOR SLAB
0'-0"
MAT SLAB PER PLAN; SLAB WILL BE SLOPED 1/8"
PER FOOT TO DRAINS; COORD. W/ MEP DWGS
FOR DRAIN LOCATIONS
1 GA STEEL ARCH, SEE
PLAN/SECTIONS
CIP CONRETE WALL, SEE PLAN
REAR CIP CONCRETE
WALL, SEE PLAN
FTG, SEE PLAN
SOIL GRADE, SEE CIVIL
SOIL GRADE, S
EE CIVIL
SOIL GRADE, SEE CIVIL
S503 ø 1'-2"
EXHAUST OUTLET;
SEE MECH DWGS &
TYP. DETAIL
ROLLER SYSTEM
BY OTHERS
SLOPE
CANTILEVERS PER
SECTION
DRAIN PER CIVIL
15 MIL VAPOR
BARRIER
No. 11950J E
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RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
OFSHEET
A
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M O
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C O
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D D
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A R
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F O
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RECORD DRAWING DATE
ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
D E
P A
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C E
A
IR
M O
B
IL
IT
Y
C O
M M
A N
D I
R A
D
M A
N
COM
MO
IT Y
B I L
F O R
J O
IN
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B A S E
C H A R L E S T O N
IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
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R E V
IS
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R E V
D E S C R
IP
T
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P R E P
B Y
D A T E
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EA
M A
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A
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A D
HA
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AH
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, S C
3-
6-
A D
C
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IN
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.C O
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D S G N
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D A T E
D R W N
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D A T E
C H K
B Y
D A T E
F O R
J O
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B A S E
C H A R L E S T O N
RE
PA
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M
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IO
N S
FA
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IL
IT
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B .2
DK
FX
J O
IN
T
B A S E
C H A R L E S T O N
S501
S E C T
IO
N S
A N D
D E T A
IL
S
/0
/2
/0
/2
/0
/2
1/4" = 1'-0"1 SECTION
1/4" = 1'-0"2 SECTION @ REAR WALL
0'-0"
T.O. EAST WALL
17'-10"
T/FOUNDATION
-5'-0"
S501
S501
1 GA. STEEL ARCH, SEE
PLAN/SECTIONS
CIP CONCRETE
WALL
FTG, SEE PLAN
FILL, SEE CIVIL
S502
S703
S503
S503
COMPACTED FILL
P E
R C
IV
IL
FTG, SEE PLAN
SLOPE MAT SLAB @
LOADING DOCK PER
SECTIONS
MAT SLAB PER PLAN; SLAB WILL BE SLOPED 1/8"
PER FOOT TO DRAINS; COORD. W/ MEP DWGS
FOR DRAIN LOCATIONS
15 MIL VAPOR
BARRIER
WALL CAN BE CAST WITH POUR
SPOUTS/BIRDMOUTHS TO FACILITATE
CONCRETE CAST FULLY TO THE
UNDERSIDE OF THE STEEL ARCH. POUR
SPOUTS/BIRDMOUTHS SHALL BE REMOVED.
S502
FLOOR SLAB
0'-0"
T.O. EAST WALL
17'-10"
T/FOUNDATION
-5'-0"
SEGMENTED
MASONRY
RETAINING WALL
CIP CONCRETE
WALL
OPERABLE
BLAST DOOR,
SEE DETAILS
S711-S714 &
ARCH. DWGS
OPENING
CIP STAIRS,
SEE PLAN
LOADING DOCK
SLAB, SEE PLAN
FTG, SEE PLAN
LOADING DOCK WALL,
SEE PLAN
SOIL FILL (BEHIND WALL)
PER CIVIL
S503
S503
S504
SEGMENTED
MASONRY
RETAINING WALL
OSHA- APPROVED HANDRAIL
LOUVER PER
TYP. DETAIL
LOUVER PER
TYP. DETAIL
(BEHIND DOOR)
10"
6'-0"
SK-C1
FTG, SEE PLAN
BETWEEN PILSTERS
HEADER BEAM TO SPAN
OSHA- APPROVED HANDRAIL;
SEE ARCH.
S701
TYP.
No. 11950J E
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P R O F E S S I O NA
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G I
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IF
ICATE OF AUTHOR
I Z A
T I O
NENGINEERING
ADC
NO. 00253
INC.
S O
U
T H
C A R O L
I N
A
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R A
D
M
AN
CO
M
MO
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B I L
E N
G
IN
E E
R
IN
G
A/E SEALCOA SEAL
RE
PA
IR
M
U N
IT
IO
N S
FA
C
IL
IT
IE
S
B .2
DKFX 1062893
DK
FX
D R A W
IN
G
R E V
IS
IO
N S
R E V
D E S C R
IP
T
IO
N
P R E P
B Y
D A T E
D e s ig n S u b m it ta l
D S G N
B Y
J M
D D A T E
D R W N
B Y
W L
B D A T E
C H K
B Y
J M
D D A T E
G
E W
B
AIR AS
I N 62 8
T H
C H
A R
L E
S T
O N
A F
B S
C J O
IN
T
B A S E
C H A R L E S T O N
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
OFSHEET
A
IR
M O
B
IL
IT
Y
C O
M M
A N
D D
E P
A R
TM
E
N T
O F
TH
E
A
IR
F O
R C
E
RECORD DRAWING DATE
ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
A
IR
M O
B
IL
IT
Y
C O
M M
A N
D I
R A
D
M A
N
COM
MO
IT Y
B I L
F O R
J O
IN
T
B A S E
C H A R L E S T O N
IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
G
R E V
IS
IO
N S
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D E S C R
IP
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P R E P
B Y
D A T E
Y
EA
M A
NS
H
A
LL
R O
A D
HA
N
AH
AN
, S C
3-
6-
A D
C
EN
G
IN
EE
R
IN
G
.C O
M
D S G N
B Y
D A T E
D R W N
B Y
D A T E
C H K
B Y
D A T E
F O R
J O
IN
T
B A S E
C H A R L E S T O N
RE
PA
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M
U N
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N S
FA
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B .2
DK
FX
J O
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B A S E
C H A R L E S T O N
S502
S E C T
IO
N S
A N D
D E T A
IL
S
/0
/2
/0
/2
/0
/2
3/16" = 1'-0"1 SECTION
3/16" = 1'-0"2 SECTION AT LOADING DOCK
C O
V E
R
M
IN
C O
V E
R
M
IN
COMPACTED FILL
#5 @ 12" O.C.
#5 @ 12" O.C. LONGITUDINAL;
BARS TO BE PLACED INSIDE
TRANSVERSE REINFORCING
12" CIP CONCRETE WALL W/ #4 @ 12"
O.C. EACH FACE HORIZONTAL AND #5
@ 12" O.C. EACH FACE VERTICAL FOR
WALL HEIGHTS UP TO 11' TALL AND
THEN #5 @ 8" O.C. EACH FACE FOR
WALL HEIGHTS TALLER THAN 11' TALL;
T/WALL = B/STEEL ARCH
WATERPROOFING
PER ARCH
C O
V E
R
M
IN
C O
V E
R
M
IN
. #9 @ 12" O.C. TRANSVERSE
REINFORCING IN CENTER SPAN (FROM
ARCH BEARING TO ARCH BEARING)
WATERSTOP PER
SPECS
1 GA. STEEL
ARCH
WATERPROOFING &
FLASHING PER ARCH.
DWGS
1'-6"
DOWELS TO MATCH
VERT. REINF.
.2
X
C L A
S S
'B ' S
P L
IC
E
L E
N G
T H
S P
L
IC
E L
E N
G T
H
#5 CONT.
3/4"Ø ANCHOR BOLTS @ 8" O.C.;
LOCATE AS CLOSE TO TROUGH
AS POSSIBLE WHILE MAINTAINING
COVER @ EMBEDDED BOLT
TOP OF SLAB TO BE
SLOPED 1/8" PER FOOT TO
DRAINS; COORD. W. MEP
15 MIL VAPOR
BARRIER
5"
9.00°
GROUT PACK ANY VOIDS
REMAINING AFTER
CONCRETE PLACEMENT
VERTICAL HEIGHT OF
WALL TO BE CAST IN
LIFTS AS NEEDED FOR
CONSTRUCTION WITH
ALL REINFORCING
HAVING CLASS B
SPLICES
NONSHRINK GROUT W/
4" VERT. & HORIZ. LEG
FLOOR SLAB
0'-0"
#9 @ 12" O.C. TRANSVERSE
REINFORCING IN CENTER SPAN
(FROM ARCH BEARING TO ARCH
BEARING)
1 GA. STEEL
ARCH
CONTINUE DOWELS
THROUGH MAT SLAB
GRADE/PAVING
PER CIVIL
FOUNATION PER SCHED.
CIP WALL W/ SAME
REINF. AS WALL ABOVE
WATER STOP PER SPECS
BLAST DOOR PER
SPECS BEYOND
T/FTG
EL= -5'-0"
12" CIP CONCRETE WALL
T/WALL
EL= SEE ELEV.
OSHA COMPLIANT
RAILING; SEE ARCH.
#4 @ 12" O.C. VERT.
EACH FACE
#4 @ 12" O.C.
HORIZ. EA FACE
BLAST DOOR TRACK PER
MANUF/SPECS & DWGS
S711-S714
8"
3/8" X 4" SQ
WASHER
3/4"Ø HOOKED ANCHOR
BOLT @ 8" O.C. FULL
LENGTH OF ARCH
3"
WATERPROOFING &
FLASHING PER ARCH.
DWGS
.2
X
C L A
S S
'B ' S
P L
IC
E
S P
L
IC
E L
E N
G T
H
#5 @ 12" O.C. LONGITUDINAL;
BARS TO BE PLACED INSIDE
TRANSVERSE REINFORCING
3'-0"
#5 @ 12" O.C.
LAP SPLICES IN ADJACENT LAYERS
AND ON OPPOSITE SIDES ON THE
HEADWALL, HEADWALL BEAM AND
PILASTER SHALL BE STAGGERED BY
THE ACI 318 LAP LENGTH IN
ACCORDANCE WITH UFC 3-340-02
15 MIL VAPOR BARRIER
PROVIDE NONSHRINK GROUT
FROM PEAK OF CORRUGATION
TO COVER BOLT ASSEMBLY
AFTER BOLT INSTALLATION
FLOOR SLAB
0'-0"
#9 @ 12" O.C. TRANSVERSE
REINFORCING IN CENTER
SPAN (FROM ARCH BEARING
TO ARCH BEARING)
FOUNDATION PER SCHED.
CIP WALL W/ #5'S @ 8"
O.C. EACH WAY EACH
FACE
T/FTG
EL= -5'-0"
2'-6"
#10 BAR EA CORNER HORIZ.;
TERMINATE BARS W/ 90°
HOOKS @ OUTBOARD SIDE OF
PILASTERS
#4 CLOSED STIRRUPS @ 6" O.C.
FOR FIRST 30" OF BEAM FROM
COLUMN EACH END
DOORWAY; SEE ARCH &
S711-S714 FOR R.O.
T/WALL
EL= SEE ELEV.
OSHA COMPLIANT
RAILING; SEE ARCH.
CIP WALL PER
PLAN/SECTIONS
CONTINUE WALL REINFORCING
THROUGH HEADER
C L E
A R
WATERPROOFING &
FLASHING PER ARCH.
DWGS
1 GA.
STEEL
ARCH
8"
3/8" X 4" SQ
WASHER
3/4"Ø HOOKED ANCHOR BOLT @
8" O.C. FULL LENGTH OF ARCH
3"
BLAST DOOR
TRACK PER
SPECS/MANUF.;
SEE S711-S714
TYP. ARCH SPLICE
DETAILS PER ARCH
MANUF.
LAP 60"
SLOPE 1 1/4"
3/4" STEP @
F/WALL
ROLLER SYSTEM BY
OTHERS
/4
MAINTAIN 3"
COVER
BLAST DOOR HEADER TO
BE CONFIRMED WITH
BLAST DOOR
MANUFACTURER
3'-0"
#5 @ 12" O.C.
#5 @ 12" O.C. LONGITUDINAL;
BARS TO BE PLACED INSIDE
TRANSVERSE REINFORCING
#5 @ 12" O.C. EACH WAY
TOP & BOTTOM @ LOADING
DOCK AREA
TOP OF SLAB TO BE SLOPED
1/8" PER FOOT TO DRAINS;
COORD. W. MEP
(4)- #5 BARS HORIZ. EA FACE (16
TOTAL); EXTEND INTO BEAM 30"
FROM COLUMN EACH END
LAP SPLICES IN ADJACENT LAYERS
AND ON OPPOSITE SIDES ON THE
HEADWALL, HEADWALL BEAM AND
PILASTER SHALL BE STAGGERED BY
THE ACI 318 LAP LENGTH IN
ACCORDANCE WITH UFC 3-340-02
#4 HORIZ. TYPE B SINGLE LEG STIRRUPS @ 4"
O.C. VERT. SPACING (SEE SECTION BELOW);
SINGLE LEG STIRRUPS REQUIRED ABOVE
HEADER BEAM ONLY; CONTINUE MIN. 12" INTO
PILASTER
SINGLE LEG STIRRUPS-PLAN VIEW
#4 TYPE B
SINGLE LEG
STIRRUPS @
4" O.C. (VERT.
SPACING)
15 MIL VAPOR BARRIER
PROVIDE NONSHRINK GROUT
FROM PEAK OF CORRUGATION
TO COVER BOLT ASSEMBLY
AFTER BOLT INSTALLATION
P E
R S
C H
E D
STIRRUPS
BELOW
ADDED CONCRETE
BLOCK W/ EDGE ANGLE
PER TYP. HEAD DETAIL
ON S712
#4 CLOSED STIRRUPS@ 6" O.C.
FULL LENGTH OF BEAM
No. 11950J E
F F
R E Y M . D
I L L
O N
S O
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CA ROL
I N A
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G I
S T
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P R O F E S S I O NA
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E N
G I
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IF
ICATE OF AUTHOR
I Z A
T I O
NENGINEERING
ADC
NO. 00253
INC.
S O
U
T H
C A R O L
I N
A
I
R A
D
M
AN
CO
M
MO
IT Y
B I L
E N
G
IN
E E
R
IN
G
A/E SEALCOA SEAL
RE
PA
IR
M
U N
IT
IO
N S
FA
C
IL
IT
IE
S
B .2
DKFX 1062893
DK
FX
D R A W
IN
G
R E V
IS
IO
N S
R E V
D E S C R
IP
T
IO
N
P R E P
B Y
D A T E
D e s ig n S u b m it ta l
D S G N
B Y
J M
D D A T E
D R W N
B Y
W L
B D A T E
C H K
B Y
J M
D D A T E
G
E W
B
AIR AS
I N 62 8
T H
C H
A R
L E
S T
O N
A F
B S
C J O
IN
T
B A S E
C H A R L E S T O N
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
OFSHEET
A
IR
M O
B
IL
IT
Y
C O
M M
A N
D D
E P
A R
TM
E
N T
O F
TH
E
A
IR
F O
R C
E
RECORD DRAWING DATE
ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
A
IR
M O
B
IL
IT
Y
C O
M M
A N
D I
R A
D
M A
N
COM
MO
IT Y
B I L
F O R
J O
IN
T
B A S E
C H A R L E S T O N
IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
G
R E V
IS
IO
N S
R E V
D E S C R
IP
T
IO
N
P R E P
B Y
D A T E
Y
EA
M A
NS
H
A
LL
R O
A D
HA
N
AH
AN
, S C
3-
6-
A D
C
EN
G
IN
EE
R
IN
G
.C O
M
D S G N
B Y
D A T E
D R W N
B Y
D A T E
C H K
B Y
D A T E
F O R
J O
IN
T
B A S E
C H A R L E S T O N
RE
PA
IR
M
U N
IT
IO
N S
FA
C
IL
IT
IE
S
B .2
DK
FX
J O
IN
T
B A S E
C H A R L E S T O N
S503
S E C T
IO
N S
A N D
D E T A
IL
S
/0
/2
/0
/2
/0
/2
3/4" = 1'-0"1 WALL SECTION @ BACK WALL
3/4" = 1'-0"2 WALL SECTION @ FRONT WALL
3/4" = 1'-0"3 WALL SECTION @ DOORWAY
S504
T O
B E
L O
C A
T E
D I N
C E
N T
E R
T H
IR
D
O F
C O
L U
M N
H E
IG
H
T
S T
A G
G E
R E
D C
L A
S S
B S
P L
IC
E S
30" X 22" CIP CONCRETE
PILASTER;
REINFORCEMENT PER
/2 S504
OSHA COMPLIANT
RAILING
PREMANUFACTURED
CANOPY OVER DOOR;
COORDINATE W/
DOOR MANUF.; SEE
S711-S714
MAT SLAB
FOUNDATION
WATERSTOP
WATERSTOP
CONTINUE DOWELS
THROUGH MAT SLAB
MAT/LOADING
DOCK SLAB
REINF. NOT
SHOWN FOR
CLARITY
FOUNDATION PER PLAN
3/4"Ø HOOKED ANCHOR
BOLT @ 8" O.C. FULL
LENGTH OF ARCH; SEE
/2 S503
8"
3"
BLAST DOOR HEADER
AND JAMB TO BE
COORDINATED WITH
BLAST DOOR
MANUFACTURER
PRIOR TO
INSTALLATION
LOADING
DOCK SLAB
HEADER BEAM
REINFORCING
INTERSECTING
PILASTER NOT SHOWN
LAP SPLICES IN ADJACENT LAYERS
AND ON OPPOSITE SIDES ON THE
HEADWALL, HEADWALL BEAM AND
PILASTER SHALL BE STAGGERED BY
THE ACI 318 LAP LENGTH IN
ACCORDANCE WITH UFC 3-340-02
1 GA. STEEL
ARCH
PROVIDE NONSHRINK GROUT
FROM PEAK OF CORRUGATION
TO COVER BOLT ASSEMBLY
AFTER BOLT INSTALLATION
TYP. BOTH
PILASTERS;
DETAIL MAY BE
MIRRORED
1 5/8"
/8
ADDED CONCRETE
BLOCK W/ EDGE ANGLE
PER TYP. HEAD DETAIL
ON S712
(6)- #7 VERT. BARS ON
INTERIOR FACE OF PILASTER
(6)- #7 VERT. BARS ON
EXTERIOR FACE OF PILASTER
(4)- #5 VERT. BARS EA
SIDE; EXTEND INTO BEAM
30" FROM EACH END
#4 CLOSED TIES @ 4" O.C.
#4 TIES @
4" O.C.
CIP CONCRETE WALL; CONTINUE
HORIZ. REINF INTO PILASTER &
TERMINATE W/ 90° HOOKS
2'-6"
PROVIDE 2"
CONCRETE COVER
BLAST DOOR HEADER
AND JAMB TO BE
COORDINATED WITH
BLAST DOOR
MANUFACTURER
PRIOR TO
INSTALLATION
LAP SPLICES IN ADJACENT LAYERS
AND ON OPPOSITE SIDES ON THE
HEADWALL, HEADWALL BEAM AND
PILASTER SHALL BE STAGGERED BY
THE ACI 318 LAP LENGTH IN
ACCORDANCE WITH UFC 3-340-02
SECTION IS SIMILAR
FOR BOTH DOOR
JAMBS
CONCRETE BLOCK W/
EDGE ANGLE; SEE
B/S711; NOTE THAT
CONDITION VARIES BY
SIDE
#4 CROSSTIES W/ 90° HOOK ONE
END & 135° HOOK OTHER END @
4" O.C.; ALTERNATE ENDS ALONG
LENGTH OF COLUMN
#4 CROSSTIES W/ 90° HOOK ONE
END & 135° HOOK OTHER END @
4" O.C.; ALTERNATE ENDS ALONG
LENGTH OF COLUMN
FLOOR SLAB
0'-0"
#5 @ 12" O.C. LONG.,
BOTTOM REINF.
#9 @ 12" O.C. TRANSVERSE
REINFORCING IN CENTER
SPAN (FROM ARCH BEARING
TO ARCH BEARING)
#5 @ 12" O.C. LONGITUDINAL;
BARS TO BE PLACED BELOW
TRANSVERSE REINFORCING
#5 @ 12" O.C. TOP @
CANTILEVERED ENDS; EXTEND
INTO MIDDLE SPAN FOR CLASS
'B' SPLICE LENGTH
28" THICK MAT
SLAB
1 GA. STEEL ARCH
C L R
#5 @ 12" O.C.
SLOPE CANTILEVER PORTION OF
MAT SLAB 2" FROM F/ARCH; TYP.
BOTH SIDES
TOP OF SLAB TO BE SLOPED
1/8" PER FOOT TO DRAINS;
COORD. W. MEP
15 MIL VAPOR BARRIER
CLASS 'B' SPLICE
S702
ARCH BASE
DETAIL PER
/5 S702
No. 11950J E
F F
R E Y M . D
I L L
O N
S O
U
T H
CA ROL
I N A
R E
G I
S T
E R
E D
P R O F E S S I O NA
L
E N
G I
N E
E R
C E
R T
IF
ICATE OF AUTHOR
I Z A
T I O
NENGINEERING
ADC
NO. 00253
INC.
S O
U
T H
C A R O L
I N
A
I
R A
D
M
AN
CO
M
MO
IT Y
B I L
E N
G
IN
E E
R
IN
G
A/E SEALCOA SEAL
RE
PA
IR
M
U N
IT
IO
N S
FA
C
IL
IT
IE
S
B .2
DKFX 1062893
DK
FX
D R A W
IN
G
R E V
IS
IO
N S
R E V
D E S C R
IP
T
IO
N
P R E P
B Y
D A T E
D e s ig n S u b m it ta l
D S G N
B Y
J M
D D A T E
D R W N
B Y
W L
B D A T E
C H K
B Y
J M
D D A T E
G
E W
B
AIR AS
I N 62 8
T H
C H
A R
L E
S T
O N
A F
B S
C J O
IN
T
B A S E
C H A R L E S T O N
RECORD DRAWING DATE
DRAWING SIZE:
PROJECT NO.
OFSHEET
A
IR
M O
B
IL
IT
Y
C O
M M
A N
D D
E P
A R
TM
E
N T
O F
TH
E
A
IR
F O
R C
E
RECORD DRAWING DATE
ANSI D (22"x34")DRAWING SIZE:
PROJECT NO.
OFSHEET
D E
P A
R
TM
E N
T O
F
TH
E A
IR
F
O R
C E
A
IR
M O
B
IL
IT
Y
C O
M M
A N
D I
R A
D
M A
N
COM
MO
IT Y
B I L
F O R
J O
IN
T
B A S E
C H A R L E S T O N
IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.
D R A W
IN
G
R E V
IS
IO
N S
R E V
D E S C R
IP
T
IO
N
P R E P
B Y
D A T E
Y
EA
M A
NS
H
A
LL
R O
A D
HA
N
AH
AN
, S C
3-
6-
A D
C
EN
G
IN
EE
R
IN
G
.C O
M
D S G N
B Y
D A T E
D R W N
B Y
D A T E
C H K
B Y
D A T E
F O R
J O
IN
T
B A S E
C H A R L E S T O N
RE
PA
IR
M
U N
IT
IO
N S
FA
C
IL
IT
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S
B .2
DK
FX
J O
IN
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B A S E
C H A R L E S T O N
S504
S E C T
IO
N S
A N D
D E T A
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/0
/2
/0
/2
/0
/2
3/4" = 1'-0"1 WALL SECTION @ PILASTER
1 1/2" = 1'-0"2 SECTION @ PILASTER
3/4" = 1'-0"3 SECTION @ FOUNDATION AT ARCH
3"
NOTES:
1. DO NOT LOCATE CONSTRUCTION JOINTS IN COLUMN FOOTINGS OR ENLARGED SECTIONS
OF CONTINUOUS STRIP FOOTINGS.
2. EXTEND REINFORCING FROM FIRST POUR THRU BULKHEAD ADEQUATE DISTANCE TO
ENSURE A CLASS "B" SPLICE WITH REINFORCING FOR SECOND POUR.
LAP PER SCHEDULE
KEY JOINT FULL WIDTH OF FOOTING,
PROVIDE ONE KEY PER 12" OF
FOOTING THICKNESS
(1)-#5x36" SHEAR DOWEL
PER 12" OF FOOTING
WIDTH, TYP. TOP AND
BOTTOM
CONT. FOOTING REINFORCEMENT,
SEE SCHEDULES AND SECTIONS
2'-2 3/4"
CLASS "B" SPLICE
SEE GENERAL NOTES
2'-0 7/8"
CLASS "B" SPLICE
SEE GENERAL NOTES
S E
E P
L A
N
M
X
U .N
.O
MAIN FOOTING BARS,
SEE FOOTING
SCHEDULE
TIE BARS, MATCH SIZE AND
QUANTITY OF MAIN FOOTING
BARS
#4 BENT NOSE BARS @ 6" O.C.
16"
36"
NOTES:
1. PROVIDE STEP FOOTINGS AT ALL LOCATIONS INDICATED ON PLAN
2. PROVIDE STEP FOOTINGS AS REQUIRED TO AVOID PIPING AND OTHER MISC. MECHANICAL ITEMS
3. DO NOT STEP GRADE BEAM OR TIE BEAM FOOTING WITHOUT APPROVAL FROM ENGINEER
1'-4"1'-10"
BAR SIZE 3000 PSI
1'-7" 1'-5"
2'-2"
1'-9"
2'-7"
3'-9"
4'-3"
4'-9"
2'-5" 2'-1" 1'-11"
3'-0" 2'-7" 2'-4"
6'-0" 5'-2" 4'-7"
3'-7" 3'-1" 2'-11"
5'-3" 4'-6" 4'-1"
#10 5'-4"
6'-9" 5'-10" 5'-3"
7'-7" 6'-7" 5'-10"
CLASS 'B' LAP SPLICE LENGTHS- COMMON
4000 PSI 5000 PSI 6000 PSI
8'-5" 7'-3" 6'-6" 6'-0"#11
#9
#8
#7
#6
#5
#4
#3
• VALUES BASED ON CLEAR SPACING BETWEEN BARS BEING LAPPED OF AT LEAST 2db AND CLEAR COVER OF AT LEAST db OR ON CLEAR SPACING BETWEEN BARS BEING LAPPED OF AT LEAST db AND CLEAR COVER OF AT LEAST db
W/ STIRRUP & TIES THROUGHOUT ld NOT LESS THAN CODE MIN.
• SPLICES TYP. @ ALL CONCRETE ELEMENTS UNO
• DEVELOPMENT LENGTH OF BARS = VALUES ABOVE DIVIDED BY 1.3
• TOP BARS ARE DEFINED AS ANY HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE
BELOW BAR
• VALUES BASED ON CLEAR SPACING BETWEEN BARS BEING LAPPED OF AT LEAST 2db AND CLEAR COVER OF AT LEAST db OR ON CLEAR SPACING BETWEEN BARS BEING LAPPED OF AT LEAST db AND CLEAR COVER OF AT LEAST db
W/ STIRRUP & TIES THROUGHOUT ld NOT LESS THAN CODE MIN.
• SPLICES TYP. @ ALL CONCRETE ELEMENTS UNO
1'-8"2'-4"
BAR SIZE 3000 PSI
2'-1" 1'-10"
2'-9"
2'-3"
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