G:\PROJECTS\2015 PROJECTS\15016 Robins AFB Depack Facility

G:\PROJECTS\2015 PROJECTS\15016 Robins AFB Depack Facility

A
B
C
D
E
F
G
H
I
J
CONCRETE REBAR LAP SPLICE SCHEDULE
BAR SIZE
NORMAL WEIGHT CONCRETE 28 DAY f'c (PSI)
≤ 4,000
B
57 Dia.
B
71 Dia.
1
78th Civil Engineer
Group
BY
#6 OR
SMALLER
#7 OR
LARGER
CLASS
CHKD
1
FOOTING SCHEDULE (3000 psf BEARING CAPACITY)
2
LENGTH
2'-0"
6'-0"
8'-6"
10'-0"
WIDTH
2'-0"
6'-0"
8'-6"
8'-6"
THICKNESS
1'-0"
1'-10"
1'-10"
1'-10"
REINFORCING
(3) #5 E.W. 3" FROM BOTTOM
(7) #6 E.W. 3" FROM BOTTOM
(11) #6 E.W. 3" FROM BOTTOM
(9)#6 LOGITUDINAL
(11)#6 TRANSVERSE 3" FROM BOTTOM
DESCRIPTION OF REVISION
MARK
NO.
F2
F6
F8.5
F8.5x10
NOTES:
1.
FOOTING DESIGN BASED ON ALLOWABLE SOIL COEFFICIENT OF FRICTION OF 0.35
MIN. ALLOWABLE AND MIN. PASSIVE PRESSURE FOR SLIDING OF 125PCF.
3
(4) 3/4"
1'-7"
6.8
9.3
1.4
2.8
(4) 3/4"
(4) 3/4"
(4) 3/4"
1'-9"
1'-9"
0'-9"
N/A
N/A
N/A
N/A
N/A
N/A
6
2.5
3.5
N/A
N/A
N/A
#
*
*
UPLIFT
10.5
REACTIONS (ASD) [KIPS]
HOR.
HOR.
EAST/WEST NORTH/SOUTH
DOWN
44.5
2.5
3.8
CHKD
A-1/B-1/C-1
A-2/B-2/C-2
C.2-1/D-1
C.2-2/D-2
A-1.5
B-1.5
C-1.5
ANCHOR BOLT ANCHOR BOLT
DIAMETER
EMBEDMENT
(in)
(in)
(4) 3/4"
1'-7"
3
BY
LOCATION
DATE
ANCHOR BOLT SCHEDULE
2
NOTES:
1.
C-1 & 2 DO NOT HAVE HORIZONTAL E/W LOAD
DESCRIPTION OF REVISION
*
4
AS NOTED
E SIZE ARCH BORDER
PLOT TIME:
1/8/2016
11:11:34 AM
PLOT DATE:
SLW
DCA
5
STRUCTURAL NOTES
AND SCHEDULES
FILE NAME: 30X42 AIR FORCE.DWG
6
CONSTRUCT DEPACK FACILITY
NEAR BUILDING 145
UHHZ 140006
7
ROBINS AIR FORCE BASE, GEORGIA
6
SCALE:
PROJECT CODE:
DRAWN BY:
SLM
78th CIVIL ENGINEER GROUP
DESIGNED BY:
CHECKED BY:
DATE:
5
1/8/2016
#
DATE
4
8
7
8
PLATE
NUMBER:
S001
FINAL SUBMITTAL
A
B
C
D
E
F
G
H
I
Sheet 26 of
J
43
A
B
C
D
E
F
G
H
I
J
1
1
BY
CHKD
78th Civil Engineer
Group
B
2
C
C.2
D
DESCRIPTION OF REVISION
A
1'-9"
25'-0"
5"
O.F.C.
25'-0"
5"
O.F.C.
6" THICK SLAB ON GROUND REINFORCED WITH
WWR4.0x4.0 W4.0xW4.0 @ 2" BELOW TOP OF SLAB-POUR
OVER 10 MIL. VAPOR BARRIER OVER 4" THICK CRUSHED
ROCK BASE F.F.E. = 0' - 0" = 270.5 FT MSL
F8.5x10
F8.5
F6
CROSS BRACED
FRAME
DATE
2
S502
CROSS BRACED
FRAME
5"
O.F.C.
3" TO
STL LINE
F8.5
5
S502
1
C.J.
A e
c D b Wa l
( A
e c
A c
r B
h
s
a e
7 0
)
s
a e
7 0
)
20'-0"
( A
e c
A c
r B
h
3
BY
C.J.
C.J.
C.J.
C.J.
CHKD
3
A e
c D b Wa l
2
#
25'-0"
C.J.
1
S101
E.O.S.
E.O.S.
E.O.S.
5
S502
1
S502
STRUCTURAL FOUNDATION PLAN
PLAN
NORTH
TRUE
NORTH
AS NOTED
E SIZE ARCH BORDER
PLOT TIME:
CHECKED BY:
NOTES:
1.
T/FTG = -2'-0" U.N.O.
2.
COORDINATE DIMENSIONS AND LOCATION WITH
MECHANICAL AND ACTUAL EQUIPMENT PURCHASED PRIOR
TO FABRICATION.
3.
C.J. DENOTES CONTROL JOINT OR CONSTRUCTION JOINT
AT CONTRACTORS OPTION. REFER TO DETAIL 6/S501 FOR
TYPICAL CONTROL JOINT DETAIL AND 8/S501 FOR
TYPICAL CONSTRUCTION JOINT DETAIL.
SCALE: 1/4" = 1'-0"
SLM
5"
O.F.C.
E.O.S.
3" TO
STL LINE
6
FILE NAME: 30X42 AIR FORCE.DWG
5'-0"
ROBINS AIR FORCE BASE, GEORGIA
10'-1"
78th CIVIL ENGINEER GROUP
TYP.
2'-2"
F6
UHHZ 140006
7
6
S502
22'-10"
E.O.S.
2
s
a e
7 0
)
F8.5x10
5'-0"
E.O.S.
3" TO
STL LINE
s
a e
7 0
)
5'-3"
2
S502
( A
e c
A c
r B
h
E.O.S.
PORTAL FRAME
F8.5
6
6'-3"
5'-3"
1'-8"
E.O.S.
E.O.S.
3" TO
STL LINE
A e
c D b Wi d
n w
o
( A
e c
A c
r B
h
DESIGNED BY:
A e
c D b Wa l
SCALE:
DATE:
C.J.
PORTAL FRAME
5
1/8/2016
11:11:35 AM
s
a e
7 0
)
PLOT DATE:
( A
e c
A c
r B
h
STRUCTURAL
FOUNDATION PLAN
SEE
NOTE 2
s
a e
7 0
)
A e
c D b Wa l
3'-11"
C.J.
C.J.
F8.5
C.J.
s
a e
7 0
)
s
a 7
e 0
)
C.J.
5
( A
e c
A c
r B
h
( e
A A
c c
r B
h
CONSTRUCT DEPACK FACILITY
NEAR BUILDING 145
A e
c D b Wa l
A c
e D b Wa l
7
S502
SEE NOTE 2
SEE NOTE 2
( A
e c
A c
r B
h
s
a 7
e 0
)
#
#5x10'x10' HAIRPIN
BAR AT MID-DEPTH
OF SLAB
C.J.
2'-2"
A e
c D b Wa l
(
A c
e rA B
h
c
SLW
s
a e
7 0
)
C.J.
A c
e D b Wa l
DCA
( A
e c
A c
r B
h
s
a 7
e 0
)
s
a e
7 0
)
1.5
PROJECT CODE:
A e
c D b Wa l
( e
A A
c c
r B
h
s
a 7
e 0
)
DRAWN BY:
0"
'1
G=
T
F
T/
( A
e c
A c
r B
h
( e
A A
c c
r B
h
4
DATE
A c
e D b Wa l
A e
c D b Wa l
A c
e D b Wa l
1/8/2016
C.J.
8
S502
3
S502
20'-0"
C.J.
s
a e
7 0
)
3'-0"
6
S501
s
a e
7 0
)
( A
e c
A c
r B
h
2
S502
SEE NOTE 2
SEE
NOTE 3
6
S501
( A
e c
A c
r B
h
A e
c D b Wa l
E/
C
FI
F
O MIN
AD
2'-2"
OR
SEE
NOTE 3
OR
C.J.
9
S501
A e
c D b Wa l
C.J.
s
a 7
e 0
)
SEE
NOTE 2
s
a e
7 0
)
C.J.
C.J.
( A
e c
A c
r B
h
F2
C.J.
CK
A
P
DE
9
S501
A e
c D b Wa l
4
S502
C.J.
3
S502
C.J.
C.J.
C.J.
#5x10'x10' HAIRPIN
BAR AT MID-DEPTH
OF SLAB
2
S502
4
C.J.
SEE NOTE 2
C.J.
C.J.
C.J.
( e
A A
c c
r B
h
DESCRIPTION OF REVISION
A c
e D b Wi d
n w
o
8
7
8
PLATE
NUMBER:
S101
FINAL SUBMITTAL
A
B
C
D
E
F
G
H
I
Sheet 27 of
J
43
A
B
1
C
D
E
F
G
H
I
J
2
1.5
1
1
78th Civil Engineer
Group
3'-4
'-4"
CHKD
3'-4
'-4"
P2 DOWN
A
B
C
C.2
D
BY
P1 DOWN
PTRANSVERSE
PTRANSVERSE
75'-0"
PLOGITUDINAL
25'-0"
25'-0"
23'-3"
DESCRIPTION OF REVISION
PLOGITUDINAL
2
1'-9"
LOAD CASE 2
2
S102
EXHAUST
FAN
2
EXHAUST
FAN
( A
e c
A rc B
h
DATE
1
A e
c D b Wa l
s
a e
7 )
0
5'-0"
A e
c D b Wa l
A e
c D b Wa l
( A
e c
A c
r B
h
( A
e c
A c
r B
h
s
a e
7 )
0
s
a e
7 )
0
( A
e c
A c
r B
h
s
a e
7 )
0
A c
e D b Wa l
( e
A A
c c
r B
h
s
a 7
e )
0
#
A e
c D b Wa l
2
1.5
A c
e D b Wa l
A e
c D b Wa l
( A
e c
A c
r B
h
( e
A A
c c
r B
h
s
a 7
e )
0
CHKD
1
s
a e
7 )
0
20'-0"
ROOF SUPPORTED FAN. SEE
S001 FOR WEIGHT. COORDINATE
LOCATION WITH MEP AND ARCH.
COORDINATE WEIGHT WITH
ACTUAL FAN PURCHASED.
A c
e D b Wi d
n w
o
(FAN IS IN OPTION 1.)
3'-4
'-4"
A e
c D b Wa l
( A
e c
A c
r B
h
s
a e
7 )
0
A c
e D b Wa l
( e
A A
c c
r B
h
s
a 7
e )
0
A c
e D b Wa l
( e
A A
c c
r B
h
s
a 7
e )
0
( e
A A
c c
r B
h
3
BY
3
s
a 7
e )
0
P1 DOWN
28'-6"
PTRANSVERSE
4
PTRANSVERSE
5'-0"
5'-0"
CK
A
P
DE
IN OPTION 1
A e
c D b Wa l
( A
e c
A c
r B
h
s
a e
7 )
0
A e
c D b Wa l
A
( A
e
c c
A
r c
rh
BB
h s
a s
e
a
7 e
0
7
) )
0
A e
c D b Wa l
( A
e c
A c
r B
h
s
a e
7 )
0
A e
c D b Wa l
( A
e c
A c
r B
h
s
a e
7 )
0
A e
c D b Wa l
( A
e c
A c
r B
h
s
a e
7 )
0
A c
e D b Wa l
A
( c
e rA B
h
c
A c
e D b Wa l
PLOGITUDINAL
A e
c D b Wa l
( A
e c
A c
r B
h
( e
A A
c c
r B
h
A c
e D b Wa l
A
( c
e rA B
h
c
s
a 7
e )
0
s
a 7
e )
0
A c
e D b Wa l
PLOGITUDINAL
A c
e D b Wa l
( e
A A
c c
r B
h
( e
A A
c c
r B
h
s
a 7
e )
0
1.5
s
a 7
e )
0
s
a 7
e )
0
HOOK HT.
( e
A A
c c
r B
h
s
a 7
e )
0
DATE
A c
e D b Wa l
A e
c D b Wa l
( A
e c
A c
r B
h
s
a e
7 )
0
s
a 7
e )
0
A c
e D b Wa l
A c
e D b Wi d
n w
o
( e
A A
c c
r B
h
( e
A A
c c
r B
h
A c
e D b Wa l
s
a 7
e )
0
( e
A A
c c
r B
h
#
2
s
a 7
e )
0
1
S102
FUTURE CRANE LIMITS PLAN
SCALE: 1/4" = 1'-0"
PLAN
NORTH
TRUE
NORTH
UHHZ 140006
7
DCA
6
FILE NAME: 30X42 AIR FORCE.DWG
SCALE: 1/4" = 1'-0"
NOTE:
1.
VERIFY ASSUMED FUTURE CRANE
LIMITS PRIOR TO COMMENCING WORK
DRAWN BY:
0.9
NOTE:
1.
ALL LOADS SHALL BE VERIFIED BY THE
GOVERNMENT IN WRITING PRIOR TO
COMMENCING NEW WORK
2.
LOADING INCLUDES IMPACT PER IBC 2012
3.
MIRROR LOAD CASE 1 TO MAXIMIZE LOAD
AT GRID LINE 2.
AS NOTED
SCALE:
s
a 7
e )
0
PLOT TIME:
s
a e
7 )
0
( e
A A
c c
r B
h
5
1/8/2016
11:11:36 AM
s
a e
7 )
0
s
a e
7 )
0
PLOT DATE:
( A
e c
A c
r B
h
( A
e c
A c
r B
h
SLW
A e
c D b Wa l
A e
c D b Wa l
DATE:
s
a e
7 )
0
SLM
2.3
( A
e c
A c
r B
h
FUTURE CRANE LIMITS
PLAN
S102
FUTURE CRANE LOADING
21.9
( A
e c
A c
r B
h
s
a 7
e )
0
CONSTRUCT DEPACK FACILITY
NEAR BUILDING 145
2
21.9
A e
c D b Wa l
A c
e D b Wa l
A e
c D b Wa l
( e
A A
c c
r B
h
ROBINS AIR FORCE BASE, GEORGIA
6
CRANE DIRECTLY
ADJACENT TO COLUMN
CRANE AT MID SPAN
P1 DOWN
(K)
24.5
A c
e D b Wa l
78th CIVIL ENGINEER GROUP
2
DESCRIPTION
P
P
P2 DOWN TRANSVERSE LONGITUDINAL
(K)
(K)
(K)
19.2
2.3
0.9
s
a 7
e )
0
DESIGNED BY:
LOAD
CASE
NUMBER
1
( e
A A
c c
r B
h
FUTURE CRANE
TRAVEL LIMITS
5'-0"
FUTURE CRANE LOADING SCHEDULE
s
a e
7 )
0
CHECKED BY:
5
( A
e c
A c
r B
h
PROJECT CODE:
A c
e D b Wa l
A e
c D b Wa l
1/8/2016
LOAD CASE 1
20'-0"
20'-0"
5'-0
'-0" MIN. TYP.
4
s
a e
7 )
0
E SIZE ARCH BORDER
EAVE HT.
DESCRIPTION OF REVISION
E/
C
FI
F
O MIN
AD
P2 DOWN
40'-0"
3'-4
'-4"
8
7
8
PLATE
NUMBER:
S102
FINAL SUBMITTAL
A
B
C
D
E
F
G
H
I
Sheet 28 of
J
43
A
B
C
D
E
F
G
H
I
J
WALL OR COLUMN, SEE PLAN
FINISH GRADE
HOOK 'A' - 16x BAR
DIA. (TYPICAL UNLESS
OTHERWISE NOTED)
1
1
78th Civil Engineer
Group
T/GRADE
SEE CIVIL
NEW POUR
EXISTING OR
NEW FOUNDATION
SUBSEQUENT PROPOSED
FOUNDATION, SEE PLAN
2
CONTRACTOR NOTE:
SCALE: 3/4" = 1'-0"
S501
TYPICAL FOOTING INSTALLATION DETAIL
3
SCALE: 3/4" = 1'-0"
S501
#
SCALE: 3/4" = 1'-0"
CHKD
2
TYPICAL TURN-DOWN FOOTING
CONSTRUCTION JOINT DETAIL
3
T
DESCRIPTION OF REVISION
SL
AB
MO SH
VE RIN
ME KA
NT GE
DATE
CL
CONCRETE
SLAB-ON-GRADE
E.O.S.
WWR,
SEE PLAN
T/2
SLAB CONTROL JOINT
T/SLAB
T
SEE PLAN
CRUSHED STONE
BASE COURSE
6"
MIN.
PLATE DOWEL AT
MID DEPTH OF SLAB
DESIGN BASIS:
1/4"x4 1/2" DIAMOND DOWEL
SYSTEM PLATES @ 18" O.C. BY
PNA CONSTRUCTION TECHNOLOGIES
OR EQUAL
NOTE: REFER TO DETAIL
7/S501 FOR ADDITIONAL
PLACEMENT DETAILS.
8
S501
RECTANGULAR SHAPED LOAD PLATE
PLACEMENT DETAIL AT SLAB JOINT INTERSECTION
SCALE: 1" = 1'-0"
9
S501
°
. 00
5
4
P.
TY
L/
2
VAPOR
BARRIER
L/
2
SLAB ON GRADE,
SEE PLAN
TYPICAL DIAMOND DOWELED
SLAB CONSTRUCTION JOINT DETAIL
10
SCALE: 1" = 1'-0"
S501
#
AS NOTED
6
SCALE: 3/4" = 1'-0"
8
S501
FINAL SUBMITTAL
B
C
D
E
F
G
7
TYPICAL HAIR PIN BAR DETAIL
PLATE
NUMBER:
A
E SIZE ARCH BORDER
PLOT TIME:
1/8/2016
11:11:36 AM
SLW
SCALE:
PROJECT CODE:
UHHZ 140006
HAIR PIN BAR BEHIND ANCHOR
BOLTS AND CENTERED IN
SLAB, SEE PLAN FOR SIZE,
QUANTITY, AND LENGTH "L".
7
8
O.F.C.
5
FILE NAME: 30X42 AIR FORCE.DWG
CLIP-ON WITH SOFT MATERIAL
ON VERTICAL FACES ONLY
SEE PLAN
6
SAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEP
JOINT WITHIN 12 HOURS OF CONCRETE
PLACEMENT. FILL WITH EPOXY JOINT FILLER
AFTER 90 DAYS IN EXPOSED AREAS
78th CIVIL ENGINEER GROUP
SLAB CONTROL JOINT
1/8/2016
SCALE: 1 1/2" = 1'-0"
PLOT DATE:
S501
TYPICAL CONCRETE
DETAILS
SCALE: 1" = 1'-0"
CONSTRUCT DEPACK FACILITY
NEAR BUILDING 145
S501
7
DCA
SCALE: 3/4" = 1'-0"
6
ROBINS AIR FORCE BASE, GEORGIA
TYPICAL COLUMN ISOLATION JOINT DETAILS
TYPICAL PLATE DOWELED
SLAB CONTROL JOINT DETAIL
DIAMOND SHAPED
LOAD PLATE PLACEMENT DETAIL
AT SLAB JOINT INTERSECTION
CHECKED BY:
S501
NOTE: REFER TO DETAIL
8/S501 FOR ADDITIONAL
PLACEMENT DETAILS.
DRAWN BY:
SCALE: 3/4" = 1'-0"
DESIGN BASIS:
2"x3/8"x12" LOAD PLATE
BASKET ASSEMBLY WITH
LOAD PLATES @18" O.C.
BY PNA CONSTRUCTION
TECHNOLOGIES OR EQUAL
DESIGNED BY:
S501
5
C.J.
SLM
C.J.
C.J.
CRUSHED STONE
BASE COURSE
VAPOR
BARRIER
DATE:
5
4
MIN.
SL
AB
MO SH
VE RIN
ME KA
NT GE
C.J.
C.J.
TOP OF SLEEVE DOES NOT INTERRUPT REINFORCING
TYPICAL PIPE
SLEEVE THRU FOOTING DETAIL
4
3"
MI
N.
C.J.
FILL WITH CONCRETE TO
FOOTING AFTER CONTROL
JOINTS HAVE BEEN
INSTALLED TYPICAL
C.J.
C
TY LR.
P.
C.J.
PROVIDE DEEPENED FTG.
AT PIPE
3"
C.J.
E
AG
NK
RI NT
SH ME
E
AB OV
SL M
4#4 BARS
TRANSVERSE
POLYURETHANE BASED
INSULATING FOAM SEALANT
3"
MI
N.
1
SEE PLAN
1"
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
2
KEEP 6" MIN. OF
CONCRETE ALL AROUND
6"
T/SLAB
1"
#4@12" O.C.
WWR,
SEE PLAN
SEE PLAN
EXPOSED
EDGE
C.J.
CONCRETE
SLAB-ON-GRADE
T/2
1"
1"
4
1/2" EXPANSION JOINT
FILLER OR (2) LAYERS
OF ASPHALT
IMPREGNATED FELT BOND
BREAKER
C.J.
C.J.
CONT. FOOTING
REINFORCING
2"
1/2" EXPANSION JOINT
FILLER OR (2) LAYERS
OF ASPHALT
IMPREGNATED FELT BOND
BREAKER
SAW CUT 1/8" TO 1/4" WIDE BY
T/4 DEEP JOINT WITHIN 12 HOURS
OF CONCRETE PLACEMENT. FILL
WITH EPOXY JOINT FILLER AFTER
90 DAYS IN EXPOSED AREAS
E
AG
NK
RI NT
SH ME
E
AB OV
SL M
12" LEG TYP.
3"
MI
N.
3"
MI
N.
BY
S501
BY
DATE
NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THAT
THEY ARE ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENT
FOOTING WITH SIDES NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.
TYPICAL CONTINUOUS FOOTING REINFORCING
2
PROVIDE FTG. REINF.
CONT. THRU JOINT. CLASS
B SPLICE MAY BE USED AT
CONTRACTORS OPTION.
OPTIONAL DOWEL
3
SEE FTG. SCHEDULE
1
2
36x BAR DIA.
1
DESCRIPTION OF REVISION
1
D/3
D/3
HOOK AS NOTED
EMBEDMENT
D
PLUMBING/
UTILITY LINE
2
NOTES:
1. HOOK `A' MAY BE OMITTED IF EMBEDMENT
IS MORE THAN THE ACI DEVELOPMENT LENGTH.
2. DOWELS MAY BE USED IN LIEU OF HOOKING
CONTINUOUS BARS AS SHOWN.
D/3
CONT. HORIZONTAL REINF.
(VERTICAL REINF. NOT
SHOWN FOR CLARITY)
3"
2"
PROVIDE CONT. FOOTING
REINFORCING
PROVIDE KEY FULL
WIDTH OF FTG.
CLR TOP
HOOK 'B'
36x BAR DIA.
CHKD
PREVIOUS POUR
H
I
Sheet 29 of
J
43
A
B
C
D
E
F
G
H
4'-0"
T/ SLAB
SHEATHING
NOTCH
WWR,
SEE PLAN
TURN DOWN SLAB at OVERHEAD DOOR OPENING
2
SCALE: 3/4" = 1'-0"
CHKD
STEEL LINE
2'-0"
VAPOR BARRIER
S502
AGGREGATE BASE
2'-0"
AGGREGATE BASE
2'-0
'-0"
ANCHOR BOLTS,
SEE SCHEDULE
DATE
(4)-#5 CONT.
2
(4)-#5 CONT.
TYP. TURN DOWN SLAB DETAIL
3
SCALE: 3/4" = 1'-0"
S502
TURN DOWN SLAB AT COLUMN W/ LEDGE
SCALE: 3/4" = 1'-0"
3
BY
CHKD
S502
1'-6"
2'-0"
(4)-#5 CONT.
#4@24"O.C.
2'-0"
9"
2'-0"
1
1
3" COVER
TYP. U.N.O.
(1)-#5 CONT.
1
VAPOR BARRIER
AGGREGATE BASE
2'-0"
T/ SLAB
SEE PLAN
1
VAPOR BARRIER
8"
T/ SLAB
1
3" COVER
TYP. U.N.O.
1'-0"
(2)-#4 CONT.
1
3"
CLR
1
1'-2"
0" MIN
1''-0
1
1
WWR,
SEE PLAN
SEE PLAN
2'-0"
SEE PLAN
2"
#
4" SIDEWALK
1'-6"
1'-6"
SHEATHNIG
NOTCH
1 1/2"
WWR,
SEE PLAN
#4@24" O.C.
#4@24" O.C.
1'-6"
1'-0"
1 1/2"
1'-6"
SLOPE, SEE CIVIL
PAVING,
SEE CIVIL
2"
2" CLR
MIN
#4@18"O.C.
1'-7"
#4@24" O.C.
2" CLR
MIN.
3/8"
RADIUS TYP
STEEL LINE
1/2" PJF W/
BACKER ROD AND
SEALANT
1'-7"
STEEL LINE
SHEATHING
NOTCH BEYOND
BY
CL
DESCRIPTION OF REVISION
O.F.C.,
SEE PLAN
CL
1
78th Civil Engineer
Group
END WALL COLUMN
BY METAL BUILDING
MANUFACTURER
4'-0"
2" CLR
MIN
4'-0"
1'-7"
1
3
J
CL
O.F.C.,
SEE PLAN
2
I
2
SCALE: 3/4" = 1'-0"
S502
6
DATE
SCALE: 3/4" = 1'-0"
SEE NOTE BELOW
1
(2)#4
7
S502
TYPICAL EQUIPMENT PAD DETAIL
8
SCALE: 3/4" = 1'-0"
S502
EMBEDMENT Ld
SEE PLAN
HEAVY HEX NUT
(2) TACK WELDS
NOTE:
CONCRETE CONFIGURATION, LOCATION, AND SIZE OF ANCHOR BOLTS
SHALL CONFORM TO EQUIPMENT MANUFACTURER'S REQUIREMENTS. VERIFY
LOCATIONS WITH MECHANICAL.
MIN.
(2)#4
T/ FTG
#4@12" O.C.
EACH WAY
1
1'-0"
#
UHHZ 140006
SLAB REINF.
1
HEAVY HEX NUT AND WASHER
(ADD LEVELING NUT AND
WASHER AS REQ'D)
BASE PLATE
1 1/2" GROUT (+/- 1/2")
SEE CIVIL
T/2
1'-6" MIN.
T/GRADE
1
THREAD PROJECTION AS REQ'D
FACE OF EQUIPMENT
T = 4"
SEE PLAN
T/2
7
3/4" CHAMFER TYP.
DRILL HOLE INTO SLAB 7
BAR DIAM.'S DEEP BY ONE
BAR DIAM. + 1/4" MAX. IN
DIAMETER AND EPOXY
DOWEL INTO SLAB IN
ACCORDANCE WITH
MANUFACTURERS
RECOMMENDATIONS.
T/ SLAB
#4@18" 0.C. EACH WAY
3/8" RADIUS,
TYP.
2" MIN. CLR
CLEAN & ROUGHEN EXISTING
SURFACE AND APPLY EPOXY BONDING
AGENT PRIOR TO PLACEMENT OF
FRESH CONCRETE IN ACCORDANCE
WITH MANUFACTURERS
RECOMMENDATIONS.
ANCHOR ROD
1'-0"
2" CLR TYP.
EDGE OF EQUIPMENT
SUPPORT LEG
FACE OF EQUIPMENT
4" TYP.
6"
8
SCALE:
TURN DOWN SLAB at DOOR OPENING
NOTE: EMBED ANCHOR TO WITHIN 3"
OF BOTTOM OF LOWEST FOOTING U.N.O.
INTERIOR EQUIPMENT PAD DETAIL
9
SCALE: 1 1/2" = 1'-0"
S502
6
FILE NAME: 30X42 AIR FORCE.DWG
S502
6
CONCRETE SECTIONS
AND DETAILS
SCALE: 3/4" = 1'-0"
2'-0"
CONSTRUCT DEPACK FACILITY
NEAR BUILDING 145
5
TYPICAL MAIN FRAME
SECTION AT COLUMN FOOTING
ROBINS AIR FORCE BASE, GEORGIA
S502
TYPICAL ISOLATED FOOTING DETAIL
9"
78th CIVIL ENGINEER GROUP
4
DESIGNED BY:
2'-0"
SLM
#4@24"O.C.
PLOT TIME:
2'-0"
TYPICAL ANCHOR ROD
PLATE
NUMBER:
FINAL SUBMITTAL
B
C
D
E
F
G
H
7
8
SCALE: 3" = 1'-0"
S502
A
5
1/8/2016
11:11:37 AM
8"
(1)-#5 CONT.
AS NOTED
2'-0"
(4)-#5 CONT.
PLOT DATE:
(2)-#4 CONT.
ANCHOR BOLTS,
SEE SCHEDULE
AGGREGATE BASE
SLW
1'-0"
DCA
FOOTING, SEE SCHEDULE FOR
SIZE AND REINFORCING.
VAPOR BARRIER
CHECKED BY:
3"
CLR. TYP.
1
PROJECT CODE:
1
1'-2"
1
DRAWN BY:
SEE PLAN
1
3" TYP.
U.N.O.
3" CLR.
VAPOR BARRIER
AGREGATE BASE
3" CLR.
SEE PLAN
ANCHOR BOLTS,
SEE SCHEDULE
T/ SLAB
SEE PLAN
MIN.
SEE PLAN
WWR, SEE PLAN
GRADE
1'-0"
CRUSHED STONE
BASE COURSE
SLOPE, SEE ARCH
E SIZE ARCH BORDER
VAPOR BARRIER
T/FTG
1'-6"
4" SIDEWALK
3/8" RADIUS
TYP.
4
#4@24" O.C.
1/8/2016
WWR, SEE PLAN
#4@18"O.C.
DATE:
SLAB, SEE PLAN
CONC. SLAB, SEE PLAN
SEE PLAN
5
ISOLATION JOINT MATERIAL
10"
T/SLAB
2"
CL
1/2" PJF W/
BACKER ROD
AND SEALANT
2" CLR
MIN
1/2" PRE-MOLDED JOINT
FILLER OR 2 LAYERS OF
ASPHALT IMPREGNATED
FELT BOND BREAKER
1" GROUT
TYP.
PLACE THIS CONC.
AFTER COLUMN &
SLAB JOINTS ARE IN
PLACE
STEEL LINE
MAIN FRAME
COLUMN
3"
CLR. TYP.
4
SHAETHING
NOTCH BEYOND
4'-0"
2" CLR
MIN
COLUMN BY METAL
BUILDING MANUFACTURER
O.F.C.,
SEE PLAN
1'-7"
O.F.C.,
SEE PLAN
DESCRIPTION OF REVISION
1
I
Sheet 30 of
J
43
FAN F-1 IS IN OPTION 1.
IN OPTION 1
IN OPTION 1