6029_O'Leary_TRANSFER_FacilityDrawings_DIN26312_20160623

C
O
U
R
T
E
S
Y

F
I
E
L
D

S
E
T
S
-
4
A
L
U
A
B
-
2
0
A
I
R

B
L
O
W
E
R
4" UP TO
YCO
OMC
6" UP TO
FCO
SP-2
DF
WC-2
3" UP
TO FD
WC-1
4"
2" V UP
VTR
3"6"
F
F
2"
3"
4"
4"
6"
6"
6"
6"
6"
6"
3"
SP-1
6"
2"
6" FIRE SUPPLY WATER.
SEE CIVIL/ SITE
UTILITIES FOR
CONTINUATION
3" POTABLE
WATER. SEE
CIVIL/SITE UTILITIES
FOR
CONTINUATION.
6"
SEDIMENT HOLDING TANK
6" SANITARY SEWER
SEE CIVIL/SITE
UTILITIES FORCONTINUATION
3"
2"
2" V UP
VTR
4"
2" V UPVTR
4"
GUTTERS AND DOWNSPOUTS FOR STORM DRAINAGE
PIPING TO BE ROUTED ON THE EXTERIOR OF THE
BUILDING AND CONNECTED TO STORM SEWER .
REFER TO ARCHITECTURAL AND CIVIL PLANS
2"
3" V UP VTR
6" UP TO
GCO
6" UP TO
GCO
2" UP TO
FCO
2" UP TO
FCO
4" UP
TO FCO
4" UP
TO FCO
6" UP
TO AD
6" UP TO
FCO
6" UP
TO AD6" UP TO 2' X 2' X 2'
GRATED CATCH BASINWITH AREA DRAIN IN
PIT BOTTOM
4" UP TO
YCO
4" UP TO
YCO
4"
3" UP
TO HD
6" UP TO 2' X 2' X 2'
GRATED CATCH BASIN
WITH AREA DRAIN IN
PIT BOTTOM
2" V
UP
VTR
WC-1
WC-2
2"
TD TD
6"
4"
2"
4"
3" V UP
TO VTR
2" V
UP
TD
2" V
UP
3" V
UP
1
1
1
1
1
1
1
3"
3" V
UP
FOR INFORMATION PURPOSES ONLY.
FOUNDATION HAS PREVIOUSLY BEEN APPROVED.
4"
6"
6"
6"
1
1
6" UP
TO AD
1
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
Recyclery & Transfer
Station
3301 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
CERT. # C-2330
1/8" = 1'-0"
P1.10
PLUMBING -
UNDERSLAB
10/12/15
SCALE:
0
1/8" = 1'-0"1 PLUMBING - UNDERSLAB
No. Description Date
1 CODE CYCLE 1 4/27/2016
1
COURTESY FIELD SET
F
D
P2.10
1
FCO
YCO
FCO
FCO FCO
FCO
AD
AD
FCO
1 1/4" CW
2" V UPVTR
AD
3" V UP
VTR
SEDIMENT HOLDING TANK
GCO
2" NFHB
NFHB
GCO
NFHBNFHB
NFHB
3/4" TO RADIANT HEATER COORDINATE FINAL
CONNECTION WITH MECHANICAL CONTRACTOR
(TYP)
1-1/4"
1-1/4"
1"
3/4"
1/2"
1/2" TYP
G G
G
G G
LAV
LAV
LAV
LAV
FD
FD
PROPOSED GAS
METER LOCATION
2" V UP VTR
WC-1 WC-2
WC-2
UR
BS-1
DF
FOR
CONTINUATION
REFER TO P2.10
YCO
YCO
FCO
2' X 2' X 2' GRATED
CATCH BASIN WITH
AREA DRAIN IN PIT
BOTTOM
3" HD
3" CW UP
2"
2" V UP
2" HOSE CONNECTION,
COORDINATE EXACT
LOCATION WITH OWNER
REFER TO 2/P.10
2"3/4"
2" HOSE CONNECTION,
COORDINATE EXACT
LOCATION WITH OWNER
REFER TO 2/P.10
2" HOSE CONNECTION,
COORDINATE EXACT
LOCATION WITH OWNER
REFER TO 2/P.10
2" HOSE CONNECTION,
COORDINATE EXACT
LOCATION WITH OWNER
REFER TO 2/P.10
2"
2"
NOTE:
GAS PIPING IS SIZED BASED ON A LOAD OF 1000 MBH, A DEVELOPED LENGTH
OF 400 ', 2 PSI INLET PRESSURE, A 1 PSI PRESSURE DROP, AND TABLE 402.4(3)
OF THE NC FUEL GAS CODE.
AD
2' X 2' X 2' GRATED
CATCH BASIN WITH
AREA DRAIN IN PIT
BOTTOM
UR
3" V UP
FDC
6" FIRE UP, REFER
TO DETAIL 3/P0.10
AD1
2' X 2' X 2' GRATED
CATCH BASIN WITH
AREA DRAIN IN PIT
BOTTOM
2' X 2' X 2' GRATED
CATCH BASIN WITH
AREA DRAIN IN PIT
BOTTOM
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
Recyclery & Transfer
Station
3301 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
CERT. # C-2330
1/8" = 1'-0"
P1.20
PLUMBING -
FIRST FLOOR
10/12/15SCALE:
0
1/8" = 1'-0"1 PLUMBING - FIRST FLOOR
No. Description Date
1 CODE CYCLE 1 4/27/2016
COURTESY FIELD SET
1 2 3 4 5 6 7 8 9 10
A
E
R R
29' - 0"28' - 2"28' - 2"28' - 2"26' - 10"1' - 4"29' - 0"27' - 8"27' - 8"
255' - 0"
15
6
'

-

4
"
2
S2.01
2
S2.02
NOTES:
11
Q
P
NMM
J
H
G
D
B B
F60
CJ
CJ
CJ
CJ CJ
CJ CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ CJ
FS
FS
5
S2.01
5
S2.01
2
S2.02
1
S2.02
1
S2.04
5
S2.02
1
S2.01
1
S2.03
6
S2.04
1. FINISHED FLOOR ELEVATION IS AT EL.739.00' UNLESS NOTED
THUS ( ) THEREFROM.
2. TOP OF FOOTING IS 1'-4" BELOW EL. 739.00 UNLESS NOTED THUS TF( ) FROM EL. 739.00.
3. STRUCTURAL SLAB ON GRADE IS 10 INHCES NORMAL WEIGHT CONCRETE WITH
STRUX 90/40 MACRO FIBER REINFORCING 5 POUNDS PER YARD DOSAGE
ON VAPOR BARIER OVER 8" COMPACTED CRUSHED STONE COMPACTED TO
AT LEAST 98 PERCENT OF ITS STANDARD
PROCTOR MAXIMUM DRY DENSITY.
4. "FS" DENOTES FOOTING STEP, SEE TYPICAL DETAIL FOR
REINFORCING REQUIREMENTS.
5. "F1 I C1 " DENOTES "FOOTING MARK," "COLUMN MARK," AND
"TOP OF FOOTING ELEVATION." "TOP OF FOOTING ELEVATION IS REFERENCED FROM FINISHED FLOOR SEE FOOTING SCHEDULE
AND TYPICAL DETAILS.
6. "CJ" DENOTES LOCATION OF CONTROL JOINTS IN SLAB ON GRADE,
CONTROL JOIST IN SLAB ON GRADE SHALL BE SAW CUT,
CONSTRUCTION JOINTS SHALL BE FORMED WITH KEYED METAL EDGE
FORM MATERIAL OR EQUIVALENT. SEE TYPICAL SECTIONS AND DETAILS.
7. F.O.W. DENOTES OUTSIDE FACE OF 8" CIP STEM WALL.
8. O.F.S. DENOTES OUTSIDE FACE OF STUD WALL.
F60 F60 F60 F60
F80
F80
F60 F40
F50 F50 F50 F50 F50
F60100 F60100 F60100 F60100 F60100 F60100
F60100
F60100
F30
10" S.O.G. (-VARIES)
W/ FIBER REINFORCING
OVER 8" COMPACTED
CRUSHED STONE
2
S2.04
(-7'-0")
(-7'-0")
12 13 14
18' - 6"
4' - 0"13' - 4"1' - 2"29' - 0"
6
S2.01
TF(-3'-8")
-5'-0"
TF
(
-
5
'
-
0
"
)
TF
(
-
5
'
-
0
"
)
FS
TF(-3'-8")
FS
-5'-0"
P.1
B.9
8"
4
S2.02
6
S2.04
3
S2.03
3
S2.03
F40
F40
F50
F50
F40
C1
C1
F50
8
S2.02
2' - 0"2' - 0"
12" THICK EQUIPMENT
FOUNDATION W/
#5 AT 12" O.C. TOP
AND BOTTOM EA. WAY
W/ 1/2" RECESS JOINT FILLER
ALL AROUND, GC COORDINATEDIMENSION OF PAD WITH EQUIPMENT
SUPPLIER1
S2.05
2
S2.05
10' - 8"10' - 4"10' - 0"10' - 2"10' - 7"10' - 7"
SUMP PUMP
IN SLAB BY OTHERS
SUMP PUMP
IN SLAB BY OTHERS
7
S2.02
F60
CJ
CJ CJ
CJ
CJ
CJ CJ CJ CJ
10' - 0"
60
'

-

7
"
30' - 11 5/8"
71
'

-

2
"
24
'

-

6
"
15'-8".4' - 8"
F50
F50
F50
F66
F50
F50
F66
FS
TF

0
'
-
0
"
TF 0'-0"
TF

0
'
-
8
"
TF (1'-4")TF (1'-4")
TF

(
0
'
-
8
"
)
TF (0'-8")TF (0'-8")
TF

0
'
-
0
"
FS
TF

0
'
-
0
"
3'
-

4
"
-8"-12"-8"-12"-8"7' - 6"
18" WID TRAFFIC
RATED TRENCH DRAIN
MHD-18 WITH GALV.
GRATE
1
S2.03
2
S2.03
5
S2.03
4
S2.03
4
S2.04
3
S2.04
5
S2.04
4
S2.01
2A
S2.03
5A
S2.03
F.D.
F.D.
3
S2.05
4
S2.05
20' - 6"9' - 6"
17
'

-

0
"
24
'

-

0
"
7'

-

0
"
30' - 0"
S2.01
3
CONVEYOR PIT
APPROX. 65'-0" X 10'-0"
X 7'-0" DEEP, SEE 1 ON S1.02
5' - 4"6 7/8"
5'
-

4
"
5'
-

4
"
5' - 4"
CJ
CJ
CJ
2-#7 TIE BARS
EA. COLUMN
W/ BAR LOCK SPLICE
2-#7 TIE BARS
EA. COLUMN
W/ BAR LOCK SPLICE
739.00 739.00 739.00 739.00 739.00 739.00 739.00 739.00 739.00 739.00
738.75
TF(-5'-0")
23
'

-

4
"
25
'

-

0
"
25
'

-

0
"
25
'

-

0
"
23
'

-

0
"
12
1
'

-

4
"
35
'

-

0
"
7'

-

2
"
23
'

-

2
"
25
'

-

8
"
19
'

-

4
"
20
'

-

8
"
25
'

-

4
"
12
'

-

1
0
"
12
'

-

1
0
"
19
'

-

4
"
20
'

-

0
"
52' - 6"
3
S2.02
2
S2.01 6
S2.01
FS
TF(-2'-4")
4'-
0
"

M
I
N
.
4'
-
0
"

M
I
N
.
FS
TF(-2'-4")
4'-0" MIN.4'-0" MIN.
FS
TF
(
-
0
'
-
8
"
)
-0'-11"
-0'-11"
-0'-11"
-0'-0"
-0'-0"0'-0"0'-0"0'-0"0'-0"0'-0"
0'-0"0'-0"0'-0"0'-0"-0'-0"
-0'-0"
-0'-0"
-0'-0"
-0'-0"
-0'-0"
-0'-0"
F.O.W.
F.O.W.
F.O.W.F.O.W.
F.O.S.
F.
O
.
W
.
F.
O
.
W
.
F.
O
.
W
.
F.
O
.
S
.
O.F OF BRICK TO MATCH
O.F. BRICK AT BUILDING
MHD-12 TRENCH
DRAIN
6
S2.02
6
S2.02
6
S2.02
6
S2.02
6
S2.02
FS FS
TF (0'-8")TF (0'-8")
FS
738.75 738.75 738.75 738.75 738.75 738.75 738.75
739.40
740.50
740.50
4" S.O.G. (740.50)
W/ FIBER REINFORCING
ON VAPOR BARRIER
OVER 4" POUROUS FILL
F.O.S.
741.00 741.00 741.00 741.00 741.00
741.50 741.50 741.50 741.50
S2.03
6
3
S2.05
S2.05
5
7
S2.03
7
S2.03
S1.03
1
S1.03
2
10.3
1
S2.07
25
'

-

0
"
21
'
-
0
"
.
33
3 3
1' - 4"
1'

-

4
"
3
3
3
6' - 1 7/8"
3 27' - 4"
1' - 4"
3
1'

-

4
"
3
CJ
CJ
C J
CJ
5'
-
1
1
"
.
12
'

-

0
"
20
'
-
2
"
.
4'

-

0
"
9'-2".10' - 0"9' - 0"
36
'
-
2
"
.
7'-
1
1
"
.
10'-0".
8".9'-4".
12
'
-
1
"
.
25
'

-

0
"
25
'

-

0
"
4'-
5
"
.
66
'
-
6
"
.
3
3
3
3
6' - 2"
5'

-

4
"
6' - 2"
3
F.D.
3
F.D.
3
FS
TF

0
'
-
0
"
3 3 3 3
3
3 3
FS
12' - 0"18'-3 5/8".10'-0".
17
'
-
2
"
.
F.D.
4
4
4
4
4
4
4
4'

-

8
"
4
4
F50
4
4
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
Charlotte, North Carolina
Shell / Core / Upfit
Package
Structures INC.
Ph: 704-662-6844
Mooresville, N.C. 28117
150 Fairview Road
Suite 330
Email: [e-mail]
Firm Number C-1066
S1.01
FLOOR PLAN
04/06/16
14 205 00
04/06/16
3/32" = 1'-0"1 FLOOR PLAN
No. Description Date
3 BD-SC.001 05.20.16
4 BD-SC.002 06.01.16
COURTESY FIELD SET
Level 1 - Front
0' - 0"
Eave
36' - 0"
2 3 4 5 8 9 10 111
2
A6.02
Level 2
14' - 0"
3
A6.02
1
A6.022
A6.52
1
A6.03
6
A6.54
3 Sim
7
TIPPING FLOOR
113
1
A6.52
12
'
-
6
"
1
2
3
567
8
1
9
11
A6.58
3
12 13 14
7'
-
0
"
Conveyor Pits
-7' - 0"
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
Level 1 - Offices
1' - 6"
2
A6.03
7'
-
0
"
CONVEYOR BY OTHERS
CLOSURE PLATES
5'
-
0
"
2'-
0
"
CONVEYOR PIT
CONVEYOR BY OTHERS
CLOSURE PLATES
5'
-
0
"
2'-
0
"
CONVEYOR PIT
7'
-
0
"
7'
-
0
"
29'-0"28'-2"28'-2"28'-2"26'-10"1'-4"29'-0"27'-8"27'-8"29'-0"1'-2" 13'-4"4'-0"
CATWALK/PLATFORM
DIAGONAL CROSS
BRACING
DIAGONAL CROSS
BRACING
333
LEVEL 2OFFICES
LEVEL 1
OFFICES
UNOCCUPIED
SPACE
Level 1 - Front
0' - 0"
Eave
36' - 0"
2 3 4 5 8 9 10 111
2
A6.02
Level 2
14' - 0"
3
A6.02
1
A6.022
A6.52
1
A6.03
6 7
TIPPING FLOOR
113
1
A6.52
A6.54
3 Sim
D
E
1
2
3
8
9
11
1
2
5
67
12 13 14
A6.54
4
7'
-
0
"
2'-
6
"
7'
-
0
"
Conveyor Pits
-7' - 0"
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
Level 1 - Offices
1' - 6"
10' HIGH CONCRETE
PUSH WALLS
2
A6.03
CONVEYOR BY OTHERS
CLOSURE PLATES
5'
-
0
"
2'
-
0
"
CONVEYOR PIT
7'
-
0
"
CONVEYOR BY OTHERS
CLOSURE PLATES
5'
-
0
"
2'
-
0
"
CONVEYOR PIT
7'
-
0
"
29'-0"28'-2"28'-2"28'-2"26'-10"1'-4"29'-0"27'-8"27'-8"29'-0"1'-2" 13'-4"4'-0"
A6.56
3
A6.56
3
EQUIPMENT SHOWN FOR REFERENCE ONLY.
REFER TO MACHIENEX EQUIPMENT DRAWINGS FOR
DETAILED EQUIPMENT INFORMATION
CATWALK/
PLATFORM
DIAGONAL CROSS
BRACING
DIAGONAL CROSS
BRACING
333 3 3 3
A6.56
3
A6.56
3
EQUIPMENT SHOWN FOR REFERENCE ONLY.
REFER TO MACHIENEX EQUIPMENT DRAWINGS FOR
DETAILED EQUIPMENT INFORMATION
BUILDING SYSTEMS KEYNOTES
1
MASONRY/ CONCRETE WATERTABLE:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 1" CAVITY (AIRSPACE)
3. 1.5" XPS RIGID FOAM BOARD INSULATING SHEATHING (R7.5)
4. REINFORCED 8" CONCRETE WALL - SEE STRUCTURAL DWG'S.
5. BASE OF CAVITY: THROUGHWALL FLASHING, MORTAR NET &
OPEN HEAD JOINT WEEPS @ 24" O.C. PROVIDE OPEN HEAD JOINT
INSULATED METAL ROOF SYSTEM (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED METAL ROOF PANELS
W/ INTEGRAL SKYLIGHT PANELS (SEE ROOF PLAN, RCP PLAN, METAL BLDG. DWGS.)2. CEE/ ZEE PURLINS
3. R-11 INSULATION (3 1/2" BATTS, 6" BATTS WITH THERMAL BLOCKS)
4. VAPOR/ WEATHER BARRIER
5. PLASTIC LINER SHEET
2
INSULATED METAL WALL SYSTEM (SEE METAL BUILDING DRAWINGS):1. PRE-FINISHED METAL WALL PANEL
2. CEE/ ZEE GIRTS
3. R-19 INSULATION (8" BATTS)
4. VAPOR/ WEATHER BARRIER
5. PRE-FINISHED METAL WALL PANEL
3
DOCK RETAINING WALLS (SEE STRUCTURAL):
1. REINFORCED CAST-IN-PLACE CONCRETE W/ BRICK VENEER (WHERE INDICATED)4
8
11
GUTTERS & DOWNSPOUTS (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED ALUMINUM GUTTERS
2. PRE-FINISHED ALUMINUM DOWNSPOUTS TIED TO UNDERGROUND, SEE CIVIL
OFFICE WALL:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 2" CAVITY (AIRSPACE)
3. 5/8" DENSGLASS EXTERIOR SHEATHING
4. 6" METAL STUDS UP TO 28'-0" AFF AND CEE/ ZEE GIRTS 28'-0" AND ABOVE
5. R-19 INSULATION (8" BATTS)
6. VAPOR/ WEATHER BARRIER
7. 5/8" GWB, PAINTED
NOT USED7
BUILDING SLAB (TYPE 1) (SEE STRUCTURAL) :
1. 10" FIBER REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 4" COMPACTED CRUSHED STONE
3. COMPACTED SUB-GRADE
5 EXTERIOR SLAB (SEE CIVIL):
1. 7" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 7 1/2" COMPACTED CRUSHED STONE
6
12 BUILDING SLAB (TYPE 3) (SEE STRUCTURAL) : AT OFFICES
1. 4" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. VAPOR BARRIER
3. 4" COMPACTED CRUSHED STONE
4. COMPACTED SUB-GRADE
9 BOLLARDS:
1. 10" CONCRETE FILLED STEEL PIPE BOLLARD, PRIMED AND PAINTED
2. 28" DIA. 3000# CONCRETE FILLED ANCHOR BLOCK. FILL TO UNDERSIDE OF PAVEMENT
10 FOOTINGS & FOUNDATIONS (SEE STRUCTURAL):
1. REINFORCED CONCRETE FOOTINGS/ FOUNDATIONS (SEE STRUCTURAL)
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A6.01
Building Sections
04/06/2016
14 205 00
1/8" = 1'-0"2 Building Section 2
1/8" = 1'-0"1 Building Section 1
No. Description Date
5 BD-SC.001 05/20/16
5
5
COURTESY FIELD SET
Level 1 - Front
0' - 0"
Eave
36' - 0"
RA
2
A6.01
1
A6.01
3
A6.03
1
A6.57
2
A6.57
1
A6.58
D H M QCEGJNP
A6.51
3 Sim
1 1
3
3
45
6 6
8
8
5
B.9 P.1
A6.52
4 Sim
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
Level 1 - Offices
1' - 6"
B
35'-0"7'-2" 8"15'-6"7'-0"12'-10"5'-2" 7'-8"17'-4"2'-0"20'-0"3'-0"23'-0"
36
'
-
0
"
TRAFFIC RAIL
GUARDRAIL/
HANDRAIL
OFFICE FLOOR
5
A6.55
Level 1 - Front
0' - 0"
Eave
36' - 0"
RA
2
A6.01
3
A6.54
2
A6.54
1
A6.01
3
A6.03
D H M Q
A6.52
2 Sim
C E G J N P
1 1
2
3
3
5 6
8
8
B.9 P.1
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
Level 1 - Offices
1' - 6"
GRAVEL,
SEE CIVIL
3' HIGH
CONCRETE WALL
BIN BLOCK WALL,
BY OWNER
10' HIGH CONCRETE
PUSH WALL
10' HIGH CONCRETE
PUSH WALL WITH
DEFLECTOR PLATE
CONCRETE
WALL
B
35'-0"7'-2" 8"15'-6"7'-0"12'-10"5'-2" 7'-8"17'-4"2'-0"20'-0"3'-0"23'-0"
36
'
-
0
"
A6.51
4 Sim
BUILDING SYSTEMS KEYNOTES
1
MASONRY WATERTABLE:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 1" CAVITY (AIRSPACE)
3. 1.5" XPS RIGID FOAM BOARD INSULATING SHEATHING (R7.5)
4. REINFORCED 8" CMU WALL, PAINTED - SEE STRUCTURAL DWG'S.
5. BASE OF CAVITY: THROUGHWALL FLASHING, MORTAR NET &
OPEN HEAD JOINT WEEPS @ 24" O.C. PROVIDE OPEN HEAD JOINT
INSULATED METAL ROOF SYSTEM (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED METAL ROOF PANELS
W/ INTEGRAL SKYLIGHT PANELS (SEE ROOF & RCP PLAN)
2. CEE/ ZEE PURLINS
3. R-11 INSULATION (3 1/2" BATTS, 6" BATTS WITH THERMAL BLOCKS)
4. VAPOR/ WEATHER BARRIER
5. PLASTIC LINER SHEET
2
INSULATED METAL WALL SYSTEM (SEE METAL BUILDING DRAWINGS):
1. PRE-FINISHED METAL WALL PANEL
2. CEE/ ZEE GIRTS
3. R-19 INSULATION (8" BATTS)
4. VAPOR/ WEATHER BARRIER
5. PRE-FINISHED METAL WALL PANEL
3
DOCK RETAINING WALLS (SEE STRUCTURAL):
1. REINFORCED CAST-IN-PLACE CONCRETE W/ BRICK VENEER (WHERE INDICATED)
BUILDING SLAB (TYPE 1) (SEE STRUCTURAL) :
1. 10" FIBER REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 4" COMPACTED CRUSHED STONE
3. COMPACTED SUB-GRADE
5 EXTERIOR SLAB (SEE CIVIL):
1. 7" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 7 1/2" COMPACTED CRUSHED STONE
6
4
NOT USED7
12 BUILDING SLAB (TYPE 3) (SEE STRUCTURAL) : AT OFFICES
1. 4" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. VAPOR BARRIER
3. 4" COMPACTED CRUSHED STONE
4. COMPACTED SUB-GRADE
9
10
8
11
GUTTERS & DOWNSPOUTS (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED ALUMINUM GUTTERS
2. PRE-FINISHED ALUMINUM DOWNSPOUTS TIED TO UNDERGROUND, SEE CIVIL
BOLLARDS:
1. 10" CONCRETE FILLED STEEL PIPE BOLLARD, PRIMED AND PAINTED
2. 28" DIA. 3000# CONCRETE FILLED ANCHOR BLOCK. FILL TO UNDERSIDE OF PAVEMENT
FOOTINGS & FOUNDATIONS (SEE STRUCTURAL):
1. REINFORCED CONCRETE FOOTINGS/ FOUNDATIONS (SEE STRUCTURAL)
OFFICE WALL:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 2" CAVITY (AIRSPACE)
3. 5/8" DENSGLASS EXTERIOR SHEATHING
4. 6" METAL STUDS UP TO 28'-0" AFF AND CEE/ ZEE GIRTS 28'-0" AND ABOVE
5. R-19 INSULATION (8" BATTS)6. VAPOR/ WEATHER BARRIER
7. 5/8" GWB, PAINTED
Level 1 - Front
0' - 0"
Eave
36' - 0"
RA
2
A6.01
2
A6.54
1
A6.01
3
A6.03
D H M Q
A6.51
4 Sim
C E G J N P
1
2
3
1
2
3
5
5
6
6
8
8
9
B.9 P.1
A6.51
1 Sim
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
Level 1 - Offices
1' - 6"
GRAVEL,
SEE CIVIL5 CONCRETE
WALL
B
35'-0"7'-2" 8"15'-6"7'-0"12'-10"5'-2" 7'-8"17'-4"2'-0"20'-0"3'-0"23'-0"
34
'
-
6
"
17
'
-
6
"
13
'
-
0
"
INFRARED HEATERS
SEE RCP PLAN FOR
LOCATIONS
HIGHBAY FIXTURES
SEE RCP PLAN FOR
LOCATIONS
INTEGRAL SKYLIGHTS
PRIMARY CATWALK/
PLATFORM ELEVATION30
'
-
0
"
2'
-
0
"
MECH. DUCTWORK
SEE MECH. PLAN FOR
LOCATIONS
LIGHTS MOUNTED TO
UNDERSIDE OF CATWALK
SEE RCP PLAN FOR
LOCATIONS
LIGHTS OVER CATWALK
SEE RCP PLAN FOR
LOCATIONS
24
'
-
0
"
32
'
-
0
"
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A6.02
Building Sections
04/06/2016
14 205 00
1/8" = 1'-0"1 Building Section 3
1/8" = 1'-0"2 Building Section 4
No. Description Date
5 BD-SC.001 05/20/16
1/8" = 1'-0"3 Building Section 5
5
5
COURTESY FIELD SET
BUILDING SYSTEMS KEYNOTES
1
MASONRY WATERTABLE:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 1" CAVITY (AIRSPACE)
3. 1.5" XPS RIGID FOAM BOARD INSULATING SHEATHING (R7.5)
4. REINFORCED 8" CMU WALL, PAINTED - SEE STRUCTURAL DWG'S.
5. BASE OF CAVITY: THROUGHWALL FLASHING, MORTAR NET &
OPEN HEAD JOINT WEEPS @ 24" O.C. PROVIDE OPEN HEAD JOINT
INSULATED METAL ROOF SYSTEM (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED METAL ROOF PANELS
W/ INTEGRAL SKYLIGHT PANELS (SEE ROOF & RCP PLAN)
2. CEE/ ZEE PURLINS
3. R-11 INSULATION (3 1/2" BATTS, 6" BATTS WITH THERMAL BLOCKS)
4. VAPOR/ WEATHER BARRIER
5. PLASTIC LINER SHEET
2
INSULATED METAL WALL SYSTEM (SEE METAL BUILDING DRAWINGS):
1. PRE-FINISHED METAL WALL PANEL
2. CEE/ ZEE GIRTS
3. R-19 INSULATION (8" BATTS)4. VAPOR/ WEATHER BARRIER
5. PRE-FINISHED METAL WALL PANEL
3
DOCK RETAINING WALLS (SEE STRUCTURAL):
1. REINFORCED CAST-IN-PLACE CONCRETE W/ BRICK VENEER (WHERE INDICATED)
BUILDING SLAB (TYPE 1) (SEE STRUCTURAL) :
1. 10" FIBER REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 4" COMPACTED CRUSHED STONE
3. COMPACTED SUB-GRADE
5 EXTERIOR SLAB (SEE CIVIL):1. 7" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 7 1/2" COMPACTED CRUSHED STONE
6
4
NOT USED7
12 BUILDING SLAB (TYPE 3) (SEE STRUCTURAL) : AT OFFICES
1. 4" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. VAPOR BARRIER
3. 4" COMPACTED CRUSHED STONE
4. COMPACTED SUB-GRADE
9
10
8
11
GUTTERS & DOWNSPOUTS (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED ALUMINUM GUTTERS
2. PRE-FINISHED ALUMINUM DOWNSPOUTS TIED TO UNDERGROUND, SEE CIVIL
BOLLARDS:
1. 10" CONCRETE FILLED STEEL PIPE BOLLARD, PRIMED AND PAINTED
2. 28" DIA. 3000# CONCRETE FILLED ANCHOR BLOCK. FILL TO UNDERSIDE OF PAVEMENT
FOOTINGS & FOUNDATIONS (SEE STRUCTURAL):
1. REINFORCED CONCRETE FOOTINGS/ FOUNDATIONS (SEE STRUCTURAL)
OFFICE WALL:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 2" CAVITY (AIRSPACE)
3. 5/8" DENSGLASS EXTERIOR SHEATHING
4. 6" METAL STUDS UP TO 28'-0" AFF AND CEE/ ZEE GIRTS 28'-0" AND ABOVE
5. R-19 INSULATION (8" BATTS)
6. VAPOR/ WEATHER BARRIER
7. 5/8" GWB, PAINTED
Level 1 - Front
0' - 0"
Eave
36' - 0"
R A
Level 2
14' - 0"
2
A6.01
1
A6.01
3
A6.03
1
A6.57
2
A6.57
1
A6.58
DHMQ
9'
-
1
0
"

2
'
-
8
"
CEGJNP
A6.58
2
A6.57
3
A109a A108 A106
A206
A105 A101A
B
1 1
2
2
3
3
4
5
12
8
8
11
11
5
B.9P.1
8'
-
4
"
10
'
-
4
"
UNOCCUPIED
SPACE
HKH
1
H H
2'
-
0
"
5'
-
4
"
3'-
0
"
H
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
Level 1 - Offices
1' - 6"
A104A107
B
35'-0"7'-2"8"15'-6"7'-0"12'-10"5'-2"7'-8"17'-4"2'-0"20'-0"3'-0"23'-0"
22
'
-
0
"
12
'
-
6
"
36
'
-
0
"
28' - 0"
27
'
-
0
"
4
DIAGONAL CROSS
BRACING
INSIDE BUILDING,
DASHED
FOR REFERENCE
5
A6.55
Level 1 - Front
0' - 0"
Eave
36' - 0"
8 9 10 11
4
A6.52
4
A6.53
1
A6.02
6 7
A6.54
2 Sim
3
A6.52 A6.55
4
A124
1
2
3
5 6
9
3
2
1
9A125A126
12
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
Level 1 - Offices
1' - 6"
TRAFFIC RAIL
8'
-
0
"
3'
-
0
"
3
'
-
0
"
2
'
-
0
"
10'-0"10'-0"10'-0"10'-0"10'-0"
2
A6.03
1'-4"
29'-0" 27'-8" 27'-8" 29'-0"
1'-2"
DIAGONAL CROSS
BRACING
333
Level 1 - Front
0' - 0"
Eave
36' - 0"
RA
Level 2
14' - 0"
2
A6.01
Docks
-4' - 0"
1
A6.01
3
A6.03
1
A6.57
2
A6.57
1
A6.58
D H M QCEGJNPB.9 P.1
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
Level 1 - Offices
1' - 6"
A101 A104 A105 A106 A107 A108 A109a
A206
HH HKHHB
A
CATWALK
A6.53
1 Sim
A6.52
4 Sim
1 1
3
3
4
5
5 12
6
6
8
8
9
B
35'-0"7'-2" 8" 15'-6"7'-0"12'-10"5'-2" 7'-8"17'-4"2'-0"20'-0"3'-0"23'-0"
22
'
-
0
"
12
'
-
6
"
1'
-
6
"
4
'
-
0
"
28' - 0"
1
4
DIAGONAL CROSS
BRACING
2'
-
6
"
11
'
-
6
"
METAL FRAMED SOFFIT
AROUND MEZZANINE
GIRDER WRAPPED WITH
METAL TO MATCH EXTERIOR
EYEBROW CANOPIES
1'-
0
"
1'-
6
"
5
A6.55
ALUM.
ALUM.
HM.HM.HM.HM.HM.HM.
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A6.03
Building Sections
04/06/2016
14 205 00
No. Description Date
5 BD-SC.001 05/20/16
1/8" = 1'-0"1 Building Section 6
1/8" = 1'-0"3 Building Section 8
1/8" = 1'-0"2 Building Section 7
5
5
COURTESY FIELD SET
Level 1 - Front
0' - 0"
Eave
36' - 0"
R
A7.01
1
A7.01
2
5. EXTERIOR SLAB
(SEE CIVIL)
2. MASONRY WATERTABLE
PREFAB METAL BUILDING,
SEE METAL BUILDING
DWG'S
STEEL LINE
3. INSULATED METAL
WALL SYSTEM
1. INSULATED METAL
ROOF SYSTEM
8. GUTTERS &
DOWNSPOUTS
6. BUILDING SLAB
TYPE 1
10. FOOTINGS &
FOUNDATIONS
PREFAB SKYLIGHT BY
MANUFACTURER
REINF. CONCRETE
IMPACT WALL,
BEYOND
4'-8"
1'-4"3'-4"
1'
-
4
"
4'
-
4
"
Level 1 - Front
0' - 0"
Eave
36' - 0"
R
A7.03
3
A7.01
2
5. EXTERIOR SLAB
(SEE CIVIL)
2. MASONRY WATERTABLE
PREFAB METAL BUILDING,
SEE METAL BUILDING
DWG'S
STEEL LINE
3. INSULATED METAL
WALL SYSTEM
1. INSULATED METAL
ROOF SYSTEM
8. GUTTERS &
DOWNSPOUTS
9. BOLLARD
BEYOND
6. BUILDING
SLAB TYPE 1
10. FOOTINGS &
FOUNDATIONS
PREFAB SKYLIGHT BY
MANUFACTURER
REINF. CONCRETE
IMPACT WALL
4'
-
4
"
4'-8"
1'-4"
1'-8" 1'-4"3'-4"
1'
-
4
"
1'
-
1
"
Level 1 - Front
0' - 0"
Eave
36' - 0"
RA7.01
2
A7.03
6 HOLLOW METAL DOOR
WITH VISION LITE AND
TRANSOM, PAINTED
5. EXTERIOR SLAB
(SEE CIVIL)
2. MASONRY
WATERTABLE
BEYOND
PREFAB METAL BUILDING,
BEYOND. SEE METAL
BUILDING DWG'S
STEEL LINE
3. INSULATED METAL
WALL SYSTEM
1. INSULATED METAL
ROOF SYSTEM
8. GUTTERS & DOWNSPOUTS
9. BOLLARD,
BEYOND
6. BUILDING SLAB TYPE 1
10. FOOTINGS &
FOUNDATIONS
SEE DOOR HEAD DETAILS.
TRIM BY MTL. BLDG. MFR.
PREFAB SKYLIGHT BY
MANUFACTURER
REINF. CONCRETE
IMPACT WALL, BEYOND
1'-4"3'-4"
4'-8"
4'
-
4
"
LOUVER
Level 1 - Front
0' - 0"
Eave
36' - 0"
R
24
'
-
0
"
WATER DEFLECTOR- 2" HIGH, 2'-0" WIDE BY
LENGTH OF DOOR. TYP. ALL ROLL-UP
DOORS. CENTERED ON OVERHEAD DOOR.
SEE STRUCT. DWG'S
OVERHEAD ROLLING
DOOR
5. EXTERIOR SLAB
(SEE CIVIL)
PREFAB METAL
BUILDING,
SEE METAL
BUILDING DWG'S
STEEL LINE
3. INSULATED METAL
WALL SYSTEM
1. INSULATED METAL
ROOF SYSTEM
6. BUILDINGSLAB TYPE 1
OVERHEAD ROLLINGDOOR STEEL JAMB,
PAINTED
2. MASONRY
WATERTABLE, BEYOND
8. GUTTERS &
DOWNSPOUTS
9. BOLLARDS
10. FOOTINGS &
FOUNDATIONS
A7.03
1
PREFAB SKYLIGHT BY
MANUFACTURER
1'-8". 1'-4"3'-4"
4'
-
4
"
4'-8"
REINF. CONCRETE
IMPACT WALL,BEYOND
A7.01
2
10"2'-0" 1/2"
1'
-
4
"
1'
-
0
"
OVERHEAD DOOR
EQUIPMENT
BUILDING SYSTEMS KEYNOTES
1
MASONRY/ CONCRETE WATERTABLE:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 1" CAVITY (AIRSPACE)
3. 1.5" XPS RIGID FOAM BOARD INSULATING SHEATHING (R7.5)
4. REINFORCED 8" CONCRETE WALL - SEE STRUCTURAL DWG'S.
5. BASE OF CAVITY: THROUGHWALL FLASHING, MORTAR NET &
OPEN HEAD JOINT WEEPS @ 24" O.C. PROVIDE OPEN HEAD JOINT
INSULATED METAL ROOF SYSTEM (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED METAL ROOF PANELS
W/ INTEGRAL SKYLIGHT PANELS (SEE ROOF PLAN, RCP PLAN, METAL BLDG. DWGS.)
2. CEE/ ZEE PURLINS
3. R-11 INSULATION (3 1/2" BATTS, 6" BATTS WITH THERMAL BLOCKS)
4. VAPOR/ WEATHER BARRIER
5. PLASTIC LINER SHEET
2
INSULATED METAL WALL SYSTEM (SEE METAL BUILDING DRAWINGS):
1. PRE-FINISHED METAL WALL PANEL
2. CEE/ ZEE GIRTS
3. R-19 INSULATION (8" BATTS)
4. VAPOR/ WEATHER BARRIER
5. PRE-FINISHED METAL WALL PANEL
3
DOCK RETAINING WALLS (SEE STRUCTURAL):
1. REINFORCED CAST-IN-PLACE CONCRETE W/ BRICK VENEER (WHERE INDICATED)4
8
11
GUTTERS & DOWNSPOUTS (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED ALUMINUM GUTTERS
2. PRE-FINISHED ALUMINUM DOWNSPOUTS TIED TO UNDERGROUND, SEE CIVIL
OFFICE WALL:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 2" CAVITY (AIRSPACE)
3. 5/8" DENSGLASS EXTERIOR SHEATHING
4. 6" METAL STUDS UP TO 28'-0" AFF AND CEE/ ZEE GIRTS 28'-0" AND ABOVE
5. R-19 INSULATION (8" BATTS)
6. VAPOR/ WEATHER BARRIER
7. 5/8" GWB, PAINTED
NOT USED7
BUILDING SLAB (TYPE 1) (SEE STRUCTURAL) :
1. 10" FIBER REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 4" COMPACTED CRUSHED STONE
3. COMPACTED SUB-GRADE
5 EXTERIOR SLAB (SEE CIVIL):
1. 7" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 7 1/2" COMPACTED CRUSHED STONE
6
12 BUILDING SLAB (TYPE 3) (SEE STRUCTURAL) : AT OFFICES
1. 4" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. VAPOR BARRIER
3. 4" COMPACTED CRUSHED STONE
4. COMPACTED SUB-GRADE
9 BOLLARDS:
1. 10" CONCRETE FILLED STEEL PIPE BOLLARD, PRIMED AND PAINTED
2. 28" DIA. 3000# CONCRETE FILLED ANCHOR BLOCK. FILL TO UNDERSIDE OF PAVEMENT
10 FOOTINGS & FOUNDATIONS (SEE STRUCTURAL):
1. REINFORCED CONCRETE FOOTINGS/ FOUNDATIONS (SEE STRUCTURAL)
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A6.51
Wall Sections -
Metal Building
(Front Wall)
04/06/2016
14 205 00
1/2" = 1'-0"1 Wall Section - Typical at Metal Building Wall
1/2" = 1'-0"2 Wall Section - Typical at Metal Building Column
1/2" = 1'-0"3 Wall Section - Typical at Hollow Metal Door
1/2" = 1'-0"4 Wall Section - Typical at Sectional Roll-Up Door
No. Description Date
5 BD-SC.001 05/20/16
5
5
COURTESY FIELD SET
Eave
36' - 0"
A7.01
2
STEEL LINE
1. INSULATED METAL ROOF SYSTEM
8. GUTTERS & DOWNSPOUTS
PREFAB METAL BUILDING,
SEE METAL BUILDING DWG'S
3. INSULATED METAL WALL SYSTEM
2. MASONRY WATERTABLE
5. EXTERIOR SLAB (SEE CIVIL)
10. FOOTINGS & FOUNDATIONS
STEEL DEFLECTOR PLATE,
SEE STRUCTURAL
FLASHING/ TRIM AT METAL PLATE
BY METAL BLDG. MFR.
6. BUILDING SLAB TYPE 1
B.9
A7.04
5
Rear Cols. 1-6
2' - 0"
B
GRAVEL ACCESS AREA,
SEE CIVIL DWG'S
7'
-
0
"
10
'
-
0
"
4'
-
0
"
REINF. CONCRETE
PUSHWALL WITH
STEEL PLATE TO 4'-0" AFF,
SEE STRUCTURAL
LOUVER
Eave
36' - 0"
STEEL LINE
1. INSULATED METAL ROOF SYSTEM
8. GUTTERS & DOWNSPOUTS
PREFAB METAL BUILDING,
SEE METAL BUILDING DWG'S
3. INSULATED METAL WALL SYSTEM
STEEL DEFLECTOR PLATE,
SEE STRUCTURAL
FLASHING/ TRIM AT METAL PLATE
BY METAL BLDG. MFR.
10. FOOTINGS & FOUNDATIONS
A7.01
2
GRAVEL ACCESS AREA,
SEE CIVIL DWG'S
2. MASONRY WATERTABLE,
BEYOND
5. EXTERIOR SLAB (SEE CIVIL)
6. BUILDING SLAB TYPE 1
HOLLOW METAL DOOR &
FRAME, PAINTED
A7.01
5
B.9
Rear Cols. 1-6
2' - 0"
B
7'
-
0
"
10
'
-
0
"
4'
-
0
"
REINF. CONCRETE
PUSHWALL WITH
STEEL PLATE TO 4'-0" AFF,
SEE STRUCTURAL
SIM.
Eave
36' - 0"
A
STEEL LINE
1. INSULATED METAL ROOF SYSTEM
8. GUTTERS & DOWNSPOUTS
PREFAB METAL BUILDING,
SEE METAL BUILDING DWG'S
3. INSULATED METAL WALL SYSTEM
2. MASONRY WATERTABLE
6. BUILDING SLAB TYPE 1
5. EXTERIOR SLAB (SEE CIVIL)
10. FOOTINGS & FOUNDATIONS
8"
A7.03
5
A7.01
2
Rear Cols. 7-11
2' - 6"
TRAFFIC RAIL AT BALE AREA
SEE STRUCTURAL FOR SLAB
ATTACHMENT DETAIL
9. BOLLARDS
3'-4"
SE
E

S
T
R
U
C
T
U
R
A
L
VA
R
I
E
S
8'
-
0
"
LOUVER
SIM.
Eave
36' - 0"
A A7.01
2
OVERHEAD ROLLING DOOR
5. EXTERIOR SLAB
(SEE CIVIL)
PREFAB METAL BUILDING,
SEE METAL BUILDING DWG'S
STEEL LINE
3. INSULATED METAL WALL SYSTEM
1. INSULATED METAL ROOF SYSTEM
6. BUILDING SLAB TYPE 1
OVERHEAD ROLLING DOOR
STEEL JAMB, PAINTED
2. MASONRY WATERTABLE
(BEYOND)
8. GUTTERS & DOWNSPOUTS
10. FOOTINGS & FOUNDATIONS
A7.03
6
SIM.
8"
Rear Cols. 7-11
2' - 6"
BUILDING SYSTEMS KEYNOTES
1
MASONRY/ CONCRETE WATERTABLE:1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 1" CAVITY (AIRSPACE)
3. 1.5" XPS RIGID FOAM BOARD INSULATING SHEATHING (R7.5)
4. REINFORCED 8" CONCRETE WALL - SEE STRUCTURAL DWG'S.
5. BASE OF CAVITY: THROUGHWALL FLASHING, MORTAR NET &
OPEN HEAD JOINT WEEPS @ 24" O.C. PROVIDE OPEN HEAD JOINT
INSULATED METAL ROOF SYSTEM (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED METAL ROOF PANELS
W/ INTEGRAL SKYLIGHT PANELS (SEE ROOF PLAN, RCP PLAN, METAL BLDG. DWGS.)
2. CEE/ ZEE PURLINS
3. R-11 INSULATION (3 1/2" BATTS, 6" BATTS WITH THERMAL BLOCKS)
4. VAPOR/ WEATHER BARRIER
5. PLASTIC LINER SHEET
2
INSULATED METAL WALL SYSTEM (SEE METAL BUILDING DRAWINGS):
1. PRE-FINISHED METAL WALL PANEL
2. CEE/ ZEE GIRTS
3. R-19 INSULATION (8" BATTS)
4. VAPOR/ WEATHER BARRIER
5. PRE-FINISHED METAL WALL PANEL
3
DOCK RETAINING WALLS (SEE STRUCTURAL):
1. REINFORCED CAST-IN-PLACE CONCRETE W/ BRICK VENEER (WHERE INDICATED)4
8
11
GUTTERS & DOWNSPOUTS (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED ALUMINUM GUTTERS
2. PRE-FINISHED ALUMINUM DOWNSPOUTS TIED TO UNDERGROUND, SEE CIVIL
OFFICE WALL:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 2" CAVITY (AIRSPACE)
3. 5/8" DENSGLASS EXTERIOR SHEATHING
4. 6" METAL STUDS UP TO 28'-0" AFF AND CEE/ ZEE GIRTS 28'-0" AND ABOVE
5. R-19 INSULATION (8" BATTS)
6. VAPOR/ WEATHER BARRIER
7. 5/8" GWB, PAINTED
NOT USED7
BUILDING SLAB (TYPE 1) (SEE STRUCTURAL) :
1. 10" FIBER REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 4" COMPACTED CRUSHED STONE
3. COMPACTED SUB-GRADE
5 EXTERIOR SLAB (SEE CIVIL):
1. 7" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 7 1/2" COMPACTED CRUSHED STONE
6
12 BUILDING SLAB (TYPE 3) (SEE STRUCTURAL) : AT OFFICES
1. 4" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. VAPOR BARRIER
3. 4" COMPACTED CRUSHED STONE
4. COMPACTED SUB-GRADE
9 BOLLARDS:
1. 10" CONCRETE FILLED STEEL PIPE BOLLARD, PRIMED AND PAINTED
2. 28" DIA. 3000# CONCRETE FILLED ANCHOR BLOCK. FILL TO UNDERSIDE OF PAVEMENT
10 FOOTINGS & FOUNDATIONS (SEE STRUCTURAL):
1. REINFORCED CONCRETE FOOTINGS/ FOUNDATIONS (SEE STRUCTURAL)
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A6.52
Wall Sections -
Metal Building
(Rear Wall)
04/06/2016
14 205 00
1/2" = 1'-0"2 Wall Section - Retaining Wall & Sidewalk
1/2" = 1'-0"1 Wall Section - Door at Push Wall 1/2" = 1'-0"3 Wall Section - Typical at Bale Area
1/2" = 1'-0"4 Wall Section - Typical at Rear Loading Dock Doors
No. Description Date
5 BD-SC.001 05/20/16
5
5
COURTESY FIELD SET
Level 1 - Front
0' - 0"
Eave
36' - 0"
R
Docks
-4' - 0"
A7.01
2
A7.03
4
REINFORCED
CONCRETE WALL,
SEE STRUCT. DWG'S
OVERHEAD ROLLING DOOR
5. EXTERIOR SLAB
(SEE CIVIL)
STEEL LINE
3. INSULATED METAL WALL SYSTEM
1. INSULATED METAL ROOF SYSTEM
6. BUILDING SLAB TYPE 1
OVERHEAD ROLLING DOOR
STEEL JAMB, PAINTED
8. GUTTERS & DOWNSPOUTS
10. FOOTINGS & FOUNDATIONS
DOCK BUMPERS
TRENCH DRAIN,SEE CIVIL
.A7.53
2 Sim
OVERHEAD ROLLING DOOR
TRUCK SEAL
FLASHING BY PREFAB METAL
BUILDING MFR.
SIM.
DOCK LEVELER
5'-
0
"
.
1'
-
0
"
Level 1 - Front
0' - 0"
Eave
36' - 0"
R
Docks
-4' - 0"
A7.01
2
A7.03
2
REINFORCED CONCRETE
WALL, SEE STRUCT. DWG'S
5. EXTERIOR SLAB (SEE CIVIL)
STEEL LINE
3. INSULATED METAL WALL SYSTEM
1. INSULATED METAL ROOF SYSTEM
6. BUILDING SLAB TYPE 1
2. MASONRY WATERTABLE
8. GUTTERS & DOWNSPOUTS
10. FOOTINGS & FOUNDATIONS
DOCK BUMPERS
TRENCH DRAIN, SEE CIVIL
OVERHEAD ROLLING DOOR
TRUCK SEAL
FLASHING BY PREFAB METAL
BUILDING MFR.
SIM.
5'-
0
"
1'-
0
"
LOUVER
Eave
36' - 0"
A
8"
2. MASONRY WATERTABLE
STEEL LINE
9. BOLLARDS
5. EXTERIOR SLAB
(SEE CIVIL)
PREFAB METAL BUILDING,
SEE METAL BUILDING DWG'S
3. INSULATED METAL WALL SYSTEM
1. INSULATED METAL
ROOF SYSTEM
6. BUILDING SLAB TYPE 1
8. GUTTERS &
DOWNSPOUTS
10. FOOTINGS & FOUNDATIONS
A7.04
1
Rear Cols. 7-11
2' - 6"
SIM.
A7.01
2
Level 1 - Front
0' - 0"
Eave
36' - 0"
R
A7.04
6
A7.01
2
5. EXTERIOR SLAB
(SEE CIVIL)
2. MASONRY
WATERTABLE
PREFAB METAL
BUILDING, BEYOND
SEE METAL
BUILDING DWG'S
STEEL LINE
3. INSULATED METAL
WALL SYSTEM
1. INSULATED METAL
ROOF SYSTEM
8. GUTTERS &
DOWNSPOUTS
6. BUILDING SLAB TYPE 1
10. FOOTINGS & FOUNDATIONS
A7.51
5
BUILDING SYSTEMS KEYNOTES
1
MASONRY/ CONCRETE WATERTABLE:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 1" CAVITY (AIRSPACE)3. 1.5" XPS RIGID FOAM BOARD INSULATING SHEATHING (R7.5)
4. REINFORCED 8" CONCRETE WALL - SEE STRUCTURAL DWG'S.
5. BASE OF CAVITY: THROUGHWALL FLASHING, MORTAR NET &
OPEN HEAD JOINT WEEPS @ 24" O.C. PROVIDE OPEN HEAD JOINT
INSULATED METAL ROOF SYSTEM (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED METAL ROOF PANELS
W/ INTEGRAL SKYLIGHT PANELS (SEE ROOF PLAN, RCP PLAN, METAL BLDG. DWGS.)
2. CEE/ ZEE PURLINS
3. R-11 INSULATION (3 1/2" BATTS, 6" BATTS WITH THERMAL BLOCKS)
4. VAPOR/ WEATHER BARRIER
5. PLASTIC LINER SHEET
2
INSULATED METAL WALL SYSTEM (SEE METAL BUILDING DRAWINGS):
1. PRE-FINISHED METAL WALL PANEL
2. CEE/ ZEE GIRTS
3. R-19 INSULATION (8" BATTS)
4. VAPOR/ WEATHER BARRIER
5. PRE-FINISHED METAL WALL PANEL
3
DOCK RETAINING WALLS (SEE STRUCTURAL):
1. REINFORCED CAST-IN-PLACE CONCRETE W/ BRICK VENEER (WHERE INDICATED)4
8
11
GUTTERS & DOWNSPOUTS (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED ALUMINUM GUTTERS
2. PRE-FINISHED ALUMINUM DOWNSPOUTS TIED TO UNDERGROUND, SEE CIVIL
OFFICE WALL:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 2" CAVITY (AIRSPACE)
3. 5/8" DENSGLASS EXTERIOR SHEATHING
4. 6" METAL STUDS UP TO 28'-0" AFF AND CEE/ ZEE GIRTS 28'-0" AND ABOVE
5. R-19 INSULATION (8" BATTS)6. VAPOR/ WEATHER BARRIER
7. 5/8" GWB, PAINTED
NOT USED7
BUILDING SLAB (TYPE 1) (SEE STRUCTURAL) :
1. 10" FIBER REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 4" COMPACTED CRUSHED STONE
3. COMPACTED SUB-GRADE
5 EXTERIOR SLAB (SEE CIVIL):1. 7" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 7 1/2" COMPACTED CRUSHED STONE
6
12 BUILDING SLAB (TYPE 3) (SEE STRUCTURAL) : AT OFFICES
1. 4" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. VAPOR BARRIER
3. 4" COMPACTED CRUSHED STONE
4. COMPACTED SUB-GRADE
9 BOLLARDS:
1. 10" CONCRETE FILLED STEEL PIPE BOLLARD, PRIMED AND PAINTED2. 28" DIA. 3000# CONCRETE FILLED ANCHOR BLOCK. FILL TO UNDERSIDE OF PAVEMENT
10 FOOTINGS & FOUNDATIONS (SEE STRUCTURAL):
1. REINFORCED CONCRETE FOOTINGS/ FOUNDATIONS (SEE STRUCTURAL)
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A6.53
Wall Sections -
Metal Building/
Loading Docks
04/06/2016
14 205 00
1/2" = 1'-0"1 Wall Section - Typical at Front Loading Dock Doors
1/2" = 1'-0"2 Wall Section - Typical at Front Loading Docks 1/2" = 1'-0"4 Wall Section - Typical at Rear Loading Docks
1/2" = 1'-0"5 Wall Section - Typical at Front Wall Perimeter
No. Description Date
5 BD-SC.001 05/20/16
5
5
COURTESY FIELD SET
Eave
36' - 0"
6 7
STEEL LINE
1. INSULATED METAL ROOF SYSTEM
PREFAB METAL BUILDING,
SEE METAL BUILDING DWG'S
3. INSULATED METAL WALL SYSTEM
2. MASONRY WATERTABLE
6. BUILDING SLAB TYPE 1
5. EXTERIOR SLAB (SEE CIVIL)
8"
1'-4"
.A7.52
2 Sim
A7.03
5
GRAVEL ACCESS AREA,
SEE CIVIL DWG'S
Rear Cols. 7-11
2' - 6"
TRAFFIC RAIL FOR BALE AREA
10. FOOTINGS AND FOUNDATIONS
5'-0"
SIM.
VA
R
I
E
S
Eave
36' - 0"
1
5. EXTERIOR SLAB (SEE CIVIL)
10. FOOTINGS AND
FOUNDATIONS
STEEL LINE
1. INSULATED METAL ROOF SYSTEM
PREFAB METAL BUILDING,
SEE METAL BUILDING DWG'S
3. INSULATED METAL WALL SYSTEM
2. MASONRY WATERTABLE
10'-0" H. X 12" WIDE
REINF. CONCRETE WALL
WITH PLATE STEEL
STEEL DEFLECTOR PLATE,
SEE STRUCTURAL
FLASHING/ TRIM AT METAL PLATE
BY METAL BLDG. MFR.
8"
6. BUILDING SLAB TYPE 1
.A7.52
2 Sim
A7.01
3
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
7'
-
0
"
10
'
-
0
"
4'-
0
"
Eave
36' - 0"
1 2
A6.02
GRADE, SEE CIVIL
10. FOOTINGS AND FOUNDATIONS
8"
12" TH. REINF.
CONCRETE WALL
SEE STRUCTURAL
DWGS.
METAL BUILDING END
FRAMING
2. MASONRY WATERTABLE
3/8" PLATE PYRAMID,
SEE STRUCTURAL
10" REINFORCED
CONCRETE SLAB
OVER 8" COMPACTED
STONE. SEE STRUCT.
DWG'S
STEEL LINE
1. INSULATED METAL
ROOF SYSTEM
PREFAB METAL BUILDING,
SEE METAL BUILDING DWG'S
3. INSULATED METAL
WALL SYSTEM
.A7.52
2 Sim
1'-8"
Rear Cols. 1-6
2' - 0"
15'-0"
8"
3'-0"
8" TH. WIDE REINF.
CONC. WALL, SEE
STRUCTURAL
2'
-
0
"
STEEL DEFLECTOR
PLATE
1'-0"
3'-
0
"
A7.01
6
Level 1 - Front
0' - 0"
Eave
36' - 0"
11
Level 2
14' - 0"
12
A7.04
2
5. EXTERIOR SLAB
(SEE CIVIL)
2. MASONRY WATERTABLE
BEYOND
42" H. GUARDRAIL ON CATWALK
STRUCTURE
STEEL LINE
3. INSULATED METAL
WALL SYSTEM
1. INSULATED METAL
ROOF SYSTEM
8. GUTTERS & DOWNSPOUTS,
BEYOND
6. BUILDING
SLAB TYPE 1
9. BOLLARD
10. FOOTINGS AND
FOUNDATIONS
A7.02
6
Level 1 - Offices
1' - 6"
2
A6.03
VA
R
I
E
S
1'-
0
"
2'-10" 1 1/2" O.D. PIPE
HANDRAIL, PAINTED
3'-6" TRAFFIC RAIL
HSS POSTS, PAINTED
6. BUILDING SLAB
TYPE 1
BUILDING SYSTEMS KEYNOTES
1
MASONRY/ CONCRETE WATERTABLE:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 1" CAVITY (AIRSPACE)
3. 1.5" XPS RIGID FOAM BOARD INSULATING SHEATHING (R7.5)
4. REINFORCED 8" CONCRETE WALL - SEE STRUCTURAL DWG'S.
5. BASE OF CAVITY: THROUGHWALL FLASHING, MORTAR NET &
OPEN HEAD JOINT WEEPS @ 24" O.C. PROVIDE OPEN HEAD JOINT
INSULATED METAL ROOF SYSTEM (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED METAL ROOF PANELS
W/ INTEGRAL SKYLIGHT PANELS (SEE ROOF PLAN, RCP PLAN, METAL BLDG. DWGS.)
2. CEE/ ZEE PURLINS
3. R-11 INSULATION (3 1/2" BATTS, 6" BATTS WITH THERMAL BLOCKS)
4. VAPOR/ WEATHER BARRIER
5. PLASTIC LINER SHEET
2
INSULATED METAL WALL SYSTEM (SEE METAL BUILDING DRAWINGS):
1. PRE-FINISHED METAL WALL PANEL
2. CEE/ ZEE GIRTS
3. R-19 INSULATION (8" BATTS)
4. VAPOR/ WEATHER BARRIER
5. PRE-FINISHED METAL WALL PANEL
3
DOCK RETAINING WALLS (SEE STRUCTURAL):
1. REINFORCED CAST-IN-PLACE CONCRETE W/ BRICK VENEER (WHERE INDICATED)4
8
11
GUTTERS & DOWNSPOUTS (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED ALUMINUM GUTTERS
2. PRE-FINISHED ALUMINUM DOWNSPOUTS TIED TO UNDERGROUND, SEE CIVIL
OFFICE WALL:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 2" CAVITY (AIRSPACE)
3. 5/8" DENSGLASS EXTERIOR SHEATHING
4. 6" METAL STUDS UP TO 28'-0" AFF AND CEE/ ZEE GIRTS 28'-0" AND ABOVE
5. R-19 INSULATION (8" BATTS)
6. VAPOR/ WEATHER BARRIER
7. 5/8" GWB, PAINTED
NOT USED7
BUILDING SLAB (TYPE 1) (SEE STRUCTURAL) :
1. 10" FIBER REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 4" COMPACTED CRUSHED STONE
3. COMPACTED SUB-GRADE
5 EXTERIOR SLAB (SEE CIVIL):
1. 7" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 7 1/2" COMPACTED CRUSHED STONE
6
12 BUILDING SLAB (TYPE 3) (SEE STRUCTURAL) : AT OFFICES
1. 4" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. VAPOR BARRIER
3. 4" COMPACTED CRUSHED STONE
4. COMPACTED SUB-GRADE
9 BOLLARDS:
1. 10" CONCRETE FILLED STEEL PIPE BOLLARD, PRIMED AND PAINTED
2. 28" DIA. 3000# CONCRETE FILLED ANCHOR BLOCK. FILL TO UNDERSIDE OF PAVEMENT
10 FOOTINGS & FOUNDATIONS (SEE STRUCTURAL):
1. REINFORCED CONCRETE FOOTINGS/ FOUNDATIONS (SEE STRUCTURAL)
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A6.54
Wall Sections -
Metal Building
04/06/2016
14 205 00
1/2" = 1'-0"2 Wall Section - Typical at Metal Building Rear End Wall
1/2" = 1'-0"1 Wall Section - Typical at Metal Building End Wall
3/8" = 1'-0"3 Wall Section - Building End Wall at Transfer Bay
1/2" = 1'-0"4 Wall Section - Typical at Side Wall
No. Description Date
5 BD-SC.001 05/20/16
5
5
COURTESY FIELD SET
6 7
6. BUILDING SLAB TYPE 1
A7.03
5 SIM.
2. MASONRY
WATERTABLE
3. INSULATED METAL
WALL SYSTEM
10. FOOTINGS AND
FOUNDATIONS
CONCRETE/ COMPOSITE
DECK, SEE STRUCTURAL
DWG'S.
REINF. CONCRETE WALL
Rear Cols. 1-6
2' - 0"
Rear Cols. 7-11
2' - 6"
10
'
-
0
"
TRAFFIC RAIL AT BALE AREA
5. EXTERIOR SLAB
(SEE CIVIL)
9. BOLLARDS
8'-
0
"
Level 1 - Front
0' - 0"
10 111
A6.53
2
A6.53
Docks
-4' - 0"
1
A6.02
4'-
0
"
8"
A112
A111 A110
1'-0"28'-7 1/2"1'-4"
2'-6"10'-0"3'-4"10'-0"2'-9 1/2"
REINF. CONCRETE SLAB,
SEE CIVIL
5. EXTERIOR SLAB (SEE CIVIL)
HOLLOW METAL DOOR
W/ TRANSOM, PAINTED
2. MASONRY WATERTABLE
BEYOND
12" WIDE REINF.
CONCRETE WALL, SEE CIVIL
8. GUTTERS & DOWNSPOUTS
GRADE, SEE CIVIL
REINF. CONCRETE WALL,
SEE CIVIL
OVERHEAD
ROLLING DOOR
BRICK VENEER ON
REINF. CONC.
RETAINING WALL
DOCK BUMPERS
CONCRETE WALL TO EXTENDS TO
GRADE IN LOADING DOCK BAY
4'-
4
"
OVERHEAD ROLLING DOOR
TRUCK SEAL
6"10"
BRICK BEYOND (DASHED)
1'-0"
12
Level 1 - Offices
1' - 6"
2
A6.03
1'-4"
A7.04
7
A7.04
8
Eave
36' - 0"
11
5. EXTERIOR SLAB (SEE CIVIL)
2. MASONRY WATERTABLE
STEEL LINE
3. INSULATED METAL
WALL SYSTEM
1. INSULATED METAL
ROOF SYSTEM
6. BUILDING SLAB TYPE 1
9. BOLLARDS
OVERHEAD ROLLING
DOOR, BEYOND
.A7.52
2 Sim
A7.04
1
Rear Cols. 7-11
2' - 6"
SE
E

S
T
R
U
C
T
U
R
A
L
VA
R
I
E
S
1'
-
1
"
10. FOOTINGS & FOUNDATIONS
BUILDING SYSTEMS KEYNOTES
1
MASONRY/ CONCRETE WATERTABLE:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 1" CAVITY (AIRSPACE)
3. 1.5" XPS RIGID FOAM BOARD INSULATING SHEATHING (R7.5)
4. REINFORCED 8" CONCRETE WALL - SEE STRUCTURAL DWG'S.
5. BASE OF CAVITY: THROUGHWALL FLASHING, MORTAR NET &
OPEN HEAD JOINT WEEPS @ 24" O.C. PROVIDE OPEN HEAD JOINT
INSULATED METAL ROOF SYSTEM (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED METAL ROOF PANELS
W/ INTEGRAL SKYLIGHT PANELS (SEE ROOF PLAN, RCP PLAN, METAL BLDG. DWGS.)
2. CEE/ ZEE PURLINS
3. R-11 INSULATION (3 1/2" BATTS, 6" BATTS WITH THERMAL BLOCKS)
4. VAPOR/ WEATHER BARRIER
5. PLASTIC LINER SHEET
2
INSULATED METAL WALL SYSTEM (SEE METAL BUILDING DRAWINGS):
1. PRE-FINISHED METAL WALL PANEL
2. CEE/ ZEE GIRTS
3. R-19 INSULATION (8" BATTS)
4. VAPOR/ WEATHER BARRIER
5. PRE-FINISHED METAL WALL PANEL
3
DOCK RETAINING WALLS (SEE STRUCTURAL):
1. REINFORCED CAST-IN-PLACE CONCRETE W/ BRICK VENEER (WHERE INDICATED)4
8
11
GUTTERS & DOWNSPOUTS (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED ALUMINUM GUTTERS2. PRE-FINISHED ALUMINUM DOWNSPOUTS TIED TO UNDERGROUND, SEE CIVIL
OFFICE WALL:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 2" CAVITY (AIRSPACE)
3. 5/8" DENSGLASS EXTERIOR SHEATHING
4. 6" METAL STUDS UP TO 28'-0" AFF AND CEE/ ZEE GIRTS 28'-0" AND ABOVE
5. R-19 INSULATION (8" BATTS)
6. VAPOR/ WEATHER BARRIER
7. 5/8" GWB, PAINTED
NOT USED7
BUILDING SLAB (TYPE 1) (SEE STRUCTURAL) :
1. 10" FIBER REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 4" COMPACTED CRUSHED STONE
3. COMPACTED SUB-GRADE
5 EXTERIOR SLAB (SEE CIVIL):
1. 7" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 7 1/2" COMPACTED CRUSHED STONE
6
12 BUILDING SLAB (TYPE 3) (SEE STRUCTURAL) : AT OFFICES
1. 4" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. VAPOR BARRIER
3. 4" COMPACTED CRUSHED STONE
4. COMPACTED SUB-GRADE
9 BOLLARDS:
1. 10" CONCRETE FILLED STEEL PIPE BOLLARD, PRIMED AND PAINTED
2. 28" DIA. 3000# CONCRETE FILLED ANCHOR BLOCK. FILL TO UNDERSIDE OF PAVEMENT
10 FOOTINGS & FOUNDATIONS (SEE STRUCTURAL):
1. REINFORCED CONCRETE FOOTINGS/ FOUNDATIONS (SEE STRUCTURAL)
UNDERSIDE OF STRUCTURE
8" TH. REINF. CONCRETE WALL,
SEE STRUCTURAL
8"
1/2" 5/8"
UNFINISHED FLOOR
CONT. SEALANT
8" PRE-MANUFACTUREDD
METAL BUILDING GIRTS
R-13 8" INSULATION BATTS
1 LAYER 5/8" GWB
FINISH AS SCHEDULED
SCHEDULED BASE (OFFICES)
1/2" METAL FURRING
1 LAYER 5/8" GWB EACH SIDE,
FINISH AS SCHEDULED
R-13 8" INSULATION BATTS
8" METAL STUDS @ 16" O.C. 25 GA. MIN.
DESIGN BUILD BY CONTRACTOR
SCHEDULED CEILING(S)
1 1/4" METAL BUILDING PANEL
DASHED
1 1/4"5/8"8" 5/8"
4'-
4
"

A
F
F
4"
.
1 1/4" METAL BUILDING PANEL
DASHED
28
'
-
0
"

A
F
F
8"

M
E
T
A
L

S
T
U
D

F
R
A
M
I
N
G
8"

M
E
T
A
L

B
U
I
L
D
I
N
G

G
I
R
T
S
Eave
36' - 0"
11
Level 2
14' - 0"
12
Rear Cols. 1-6
2' - 0"
5. EXTERIOR SLAB (SEE
CIVIL)
2. MASONRY
WATERTABLE
STEEL LINE
3. INSULATED METAL
WALL SYSTEM
1. INSULATED METAL
ROOF SYSTEM
6. BUILDING SLAB TYPE 1
9. BOLLARDS
SE
E

S
T
R
U
C
T
U
R
A
L
VA
R
I
E
S
1'
-
1
"
10. FOOTINGS & FOUNDATIONS
LIGHT SCONCE, SEE
ELECTRICAL
PREFINISHED METAL
CANOPY
PREFINISHED METAL TIE
RODS
METAL BUILDING
STRUCTURE
ALUMINUM STOREFRONT
ALUMINUM STOREFRONT
4'
-
8
"
7'
-
4
"
2'
-
1
1
"
2'
-
6
"
10
'
-
0
"
.
MEZZANINE GIRDER INFILLED
WITH 3 5/8" METAL STUDS &
WRAPPED WITH METAL TO
MATCH EXTERIOR
EYEBROW CANOPIES
1'-2"
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A6.55
Wall Sections
04/06/2016
14 205 00
1/2" = 1'-0"2 Wall Section - Electrical Room
1/2" = 1'-0"1 Wall Section - Retaining Walls at Docks
1/2" = 1'-0"4 Wall Section - Typical at Building Ends
No. Description Date
5 BD-SC.001 05/20/16
1" = 1'-0"55 Wall Section - Wall Between Office and Factory
1/2" = 1'-0"5 Wall Section - Building Entrance
5
5
COURTESY FIELD SET
Level 1 - Front
0' - 0"
D H MEGJ3
A6.56
10
"
6'-
2
"
1'-0"
4'-5"50'-0"11'-11"
1'-0"
10
"
6'-
2
"
10" TH. REINFORCED
CONCRETE SLAB,
SEE STRUCTURAL
12" TH. REINFORCED
CONCRETE WALL,
SEE STRUCTURAL
12" TH. REINFORCED
CONCRETE SLAB,
SEE STRUCTURAL
SEE PLUMBING DRAWINGS FOR SUMP
PIT, INSTALLED PER MANUFACTURER'S
RECOMENDATIONS
12" TH. REINFORCED
CONCRETE WALL,
SEE STRUCTURAL
66'-4"
10" TH. REINFORCED
CONCRETE BASE SLAB,
SEE STRUCTURAL
METAL PIT COVERS
BY EQUIPMENT MFR.
24" WIDE LADDER
Conveyor Pits
-7' - 0"
A7.51
6 Sim
A7.51
6 Sim
FOUNDATION DRAIN, SEE STRUCTURAL10
"
4'-
0
"
7'-
0
"
SLOPE SLOPE
5
A6.55
SLOPE
10"5'-0"10"
24x24 AREA DRAIN
WITH PERFORATED COVER
Level 1 - Front
0' - 0"
M
10" TH. REINFORCED
CONCRETE SLAB,
SEE STRUCTURAL
12" TH., REINFORCED
CONCRETE WALL,
SEE STRUCTURAL
12" TH. REINFORCED
CONCRETE SLAB
SEE STRUCTURAL35'-7"
10
"
16'-3 1/2"
1'-0"
METAL PIT COVERS
BY EQUIPMENT MFR.
24" WIDE LADDER
Conveyor Pits
-7' - 0"
1'-0"
19'-3 1/2"
A7.51
6 Sim
1'
-
0
"
6'
-
0
"
24" X 24" AREA DRAIN WITH
PERFORATED COVER
FOUNDATION DRAIN, SEE STRUCTURAL
10
"
4'
-
0
"

7
'
-
0
"
SLOPE SLOPE
SEE PLUMBING DRAWINGS FOR SUMP
PIT, INSTALLED PER MANUFACTURER'S
RECOMENDATIONS
10"5'-0"10"
10. FOOTINGS & FOUNDATIONS
Level 1 - Front
0' - 0"
9
1'-0"
10'-0"
1'-0"
10" TH. REINFORCED
CONCRETE SLAB,
SEE STRUCTURAL
12" TH. REINFORCED
CONCRETE WALL,
SEE STRUCTURAL
12" TH. REINFORCED
CONCRETE SLAB,
SEE STRUCTURAL
METAL PIT COVERS
BY EQUIPMENT MFR.
Conveyor Pits
-7' - 0"
1'
-
0
"
6'
-
0
"
A7.51
6 Sim
A7.51
6 Sim
10. FOOTINGS &
FOUNDATIONS
FOUNDATION DRAIN, SEE STRUCTURAL
SEE PLUMBING DRAWINGS FOR SUMP
PIT, INSTALLED PER MANUFACTURER'S
RECOMENDATIONS
BUILDING SYSTEMS KEYNOTES
1
MASONRY/ CONCRETE WATERTABLE:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 1" CAVITY (AIRSPACE)
3. 1.5" XPS RIGID FOAM BOARD INSULATING SHEATHING (R7.5)
4. REINFORCED 8" CONCRETE WALL - SEE STRUCTURAL DWG'S.
5. BASE OF CAVITY: THROUGHWALL FLASHING, MORTAR NET &
OPEN HEAD JOINT WEEPS @ 24" O.C. PROVIDE OPEN HEAD JOINT
INSULATED METAL ROOF SYSTEM (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED METAL ROOF PANELS
W/ INTEGRAL SKYLIGHT PANELS (SEE ROOF PLAN, RCP PLAN, METAL BLDG. DWGS.)
2. CEE/ ZEE PURLINS
3. R-11 INSULATION (3 1/2" BATTS, 6" BATTS WITH THERMAL BLOCKS)
4. VAPOR/ WEATHER BARRIER
5. PLASTIC LINER SHEET
2
INSULATED METAL WALL SYSTEM (SEE METAL BUILDING DRAWINGS):
1. PRE-FINISHED METAL WALL PANEL
2. CEE/ ZEE GIRTS
3. R-19 INSULATION (8" BATTS)
4. VAPOR/ WEATHER BARRIER
5. PRE-FINISHED METAL WALL PANEL
3
DOCK RETAINING WALLS (SEE STRUCTURAL):
1. REINFORCED CAST-IN-PLACE CONCRETE W/ BRICK VENEER (WHERE INDICATED)4
8
11
GUTTERS & DOWNSPOUTS (SEE METAL BUILDING DRAWINGS) :
1. PRE-FINISHED ALUMINUM GUTTERS
2. PRE-FINISHED ALUMINUM DOWNSPOUTS TIED TO UNDERGROUND, SEE CIVIL
OFFICE WALL:
1. BRICK VENEER W/ ADJ. 2-PC. GALV. STL. ANCHORS & SPRAY-APPLIED WATER REPELLENT
2. NOMINAL 2" CAVITY (AIRSPACE)
3. 5/8" DENSGLASS EXTERIOR SHEATHING
4. 6" METAL STUDS UP TO 28'-0" AFF AND CEE/ ZEE GIRTS 28'-0" AND ABOVE
5. R-19 INSULATION (8" BATTS)
6. VAPOR/ WEATHER BARRIER
7. 5/8" GWB, PAINTED
NOT USED7
BUILDING SLAB (TYPE 1) (SEE STRUCTURAL) :
1. 10" FIBER REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 4" COMPACTED CRUSHED STONE
3. COMPACTED SUB-GRADE
5 EXTERIOR SLAB (SEE CIVIL):
1. 7" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. 7 1/2" COMPACTED CRUSHED STONE
6
12 BUILDING SLAB (TYPE 3) (SEE STRUCTURAL) : AT OFFICES
1. 4" REINFORCED CONCRETE S.O.G. W/ CONTROL JOINTS
2. VAPOR BARRIER
3. 4" COMPACTED CRUSHED STONE
4. COMPACTED SUB-GRADE
9 BOLLARDS:
1. 10" CONCRETE FILLED STEEL PIPE BOLLARD, PRIMED AND PAINTED
2. 28" DIA. 3000# CONCRETE FILLED ANCHOR BLOCK. FILL TO UNDERSIDE OF PAVEMENT
10 FOOTINGS & FOUNDATIONS (SEE STRUCTURAL):
1. REINFORCED CONCRETE FOOTINGS/ FOUNDATIONS (SEE STRUCTURAL)
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A6.56
Wall Sections -
Conveyor Pits
04/06/2016
14 205 00
1/2" = 1'-0"1 Section Detail - Pit 1A
1/2" = 1'-0"2 Section Detail - Pit 2A
1/2" = 1'-0"3 Section Detail - General Pit Detail
NOTE:
FINAL PIT CONFIGURATION AND LOCATION SHALL BE VERIFIED WITH
OWNER AND EQUIPMENT MANUFACTURER PRIOR TO INSTALL
NOTE:
FINAL PIT CONFIGURATION AND LOCATION SHALL BE VERIFIED WITH
OWNER AND EQUIPMENT MANUFACTURER PRIOR TO INSTALL
NOTE:
FINAL PIT CONFIGURATION AND LOCATION SHALL BE VERIFIED WITH
OWNER AND EQUIPMENT MANUFACTURER PRIOR TO INSTALL
No. Description Date
5 BD-SC.001 05/20/16
5
5
5 5
5
COURTESY FIELD SET
FLOW
BP
BP
02-0970
FLOW
BP
BP
02-0970
PARTITION LEGEND
METAL GIRTS/ METAL STUDS
CONFIGURATION VARIES
1-HR FIRE BARRIER
CONFIGURATION VARIES
2-HR FIRE BARRIER
CONFIGURATION VARIES
STOREFRONT / WINDOW
CONFIGURATION VARIES
N.T.S.
CMU/ CONCRETE
CONFIGURATION VARIES
OVERALL PLAN NOTES
1. CONTROL LINE/ FACE OF BUILDING = FACE OF METAL BUILDING CEE/
ZEE GIRTS, FACE OF CMU, FACE OF CONCRETE
2. NOT USED
3. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF SLAB ON GRADE
CONTROL JOINTS AND CONSTRUCTION JOINTS
4. STEEL PIPE BOLLARDS OR CONCRETE IMPACT WALLS REQUIRED AT
ALL METAL BUILDING STRUCTURAL ELEMENTS, PLUMBING & ELECTRICAL
VERTICAL STACKS
5. SEE STRUCTURAL DRAWINGS FOR CONCRETE RETAINING WALLS
6. FINAL LOCATION OF CONVEYOR PITS SHOULD BE DETERMINED IN THE
FIELD BASED ON PACEMENT OF CONVEYOR EQUIPMENT.
7. CATWALK/ STAIR SYSTEM PART OF SORTING EQUIPMENT
SHALL COMPLY WITH NCSBC AND OSHA
8. SEE METCAL BUILDING DRAWINGS FOR ADDITIONAL INFORMATION ON
PRE-FABRICATED METAL BUILDING
DS DOWNSPOUT
FD FLOOR DRAIN
A5.011
A5.02 1
A5.01
2
2
2
3
3
4
4
5
5
8
8
9
9
10
10
11
11
RR
1
1
2
A6.02
A5.02
2
AA
2
A6.01
1
A6.51
4
A6.51
3
A6.51
3
A6.54
1
A6.54
1
A6.53
2
A6.51
2
A6.53
2
A6.54
4
A6.52
4
A6.53
1
A6.55
1
A6.01
3
A6.03
3
A6.02
1
A6.02
2
A6.52
1
A6.03
1
A6.57
2
A6.57
WOMENS
TOILET
OFFICE 2
MENS
TOILET
RECEPTION /
OFFICE 1
TIPPING FLOOR
113
BALE AREA
115
LOADING DOCKS
110
LOADING BAYS
116
A112
A110
A117
A111
A116 A114
A108
A113
A106
A124 A126A125
A118 A115
A105
A122
1
A6.58
24
'
-
6
"
70
'
-
2
"
26
'
-
8
"
29'-0"28'-2"28'-2"28'-2"26'-10"30'-4"27'-8"27'-8"29'-0"
140'-4"114'-8"
23
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
23
'
-
4
"
35
'
-
0
"
D
H
M
M
Q
6
6
29'-0"28'-2"28'-2"28'-2"28'-2"29'-0"27'-8"27'-8"29'-0"
140'-4"114'-8"
15
6
'
-
4
"
20
'
-
0
"
69'-1"
1'-4"
3'-4"
BRACING
BRACING BRACING
BRACING
7
7
C
26
'
-
0
"
20
'
-
0
"
19
'
-
4
"

1
2
'
-
1
0
"

1
2
'
-
1
0
"

2
2
'
-
6
"

7
'
-
1
0
"

3
5
'
-
0
"
E
G
J
N
P
14'-6"
14'-1"14'-1"14'-3"13'-11"14'-1"14'-1"14'-1"14'-1"14'-6"14'-6"
7'-4"13'-4"8'-4"
A119
1
A6.52
3
A6.52
A101
A109a
A4.01
4
A4.01
3
12
12
13
13
14
14
B.9
P.1
ELECTRICAL
114A123
2
A6.55
5
A6.53
BR
A
C
I
N
G
BR
A
C
I
N
G
75
'
-
0
"
13'-9"14'-7"
STAIRS
A104
255'-0"
DISPATCH /
SCALEMASTER /
OFFICE 3
TELE./
ELEC.
JAN.
A107
A120 A121
A102
A103
A109b
2
A6.03
10' HIGH 12" TH.REINF. CONC.
PUSH WALLS W/ STEEL PLATE
UP TO 24" AFF
3' HIGH 12" TH. REINF.
CONC. WALL
10' HIGH 12" TH. REINF. CONC.
PUSH WALLS W/ STEEL PLATE
UP TO 48" AFF AND STEEL
DEFLECTOR PLATES
4' HIGH 8" TH. REINF.
CONCRETE WALL
FLOOR DRAINS
TYP. OF 2
SL
O
P
E

2
'
-
0
"
(7
3
9
.
0
0

T
O

7
4
1
.
0
0
)
JERSEY BLOCK WALL
BY OWNER
4'-4" HIGH 16" TH.
REINF. CONC. WALLS,
TYPICAL OF 7
12" REINFORCED
CONC. ISOLATED
SLAB AT BAILER,
SEE STRUCTURAL
18" WIDE TRAFFIC
RATED TRENCH DRAIN
MHD-18 WITH GALV.
GRATE AT 738.75 64"L x 74"W x 20"D
DOCK LEVELERS,
TYPICAL OF 2
2'X18' WIDE CONC.
WATER DEFLECTORS
AT OVERHEAD DOORS,
TYPICAL OF 5
9'-
0
"
JERSEY BLOCK
WALL, BY OWNER
SL
O
P
E

2
'
-
0
"
(7
3
9
.
0
0

T
O

7
4
1
.
0
0
)
SL
O
P
E

2
'
-
6
"
(7
3
9
.
0
0

T
O

7
4
1
.
5
0
)
CONVEYOR PIT
12" TH. REINF. CONC. WALLS
36' X 10' X 7' DEEP
CONVEYOR PIT- 12" TH.
REINF. CONC. WALLS
66'-8" X 10' X 7' DEEP
GRAVEL
ACCESS AREA
FLOOR DRAINS
TYP. OF 2
SLOPE FLOOR TO
DRAIN
10" TH. CONCRETE S.O.G OVER
COMPACTED STONE, OVER
COMPACTED SUB-GRADE.
SEE STRUCTURAL SPECIFICATION
FOR CONC. MIX DESIGN,
REINFORCING, JOINTS, ETC.
SCUPPER 12X12X36
SEE STRUCTURAL
5'
-
0
"
CONC. STAIRS
1 RISER W/
HANDRAILS
2'-10" HIGH
HANDRAIL
TRAFFIC
GUARDRAIL
42" HIGH
TRAFFIC
RAIL
42" HIGH
TRAFFIC
GUARDRAIL
20'-6"9'-6"
7'
-
0
"
17
'
-
0
"
SL
O
P
E
10" REINF. CONC.
STRUCTURAL SLAB
SEE STRUCTURAL
SL
O
P
E
SL
O
P
E
SL
O
P
E
SL
O
P
E
WATER DEFLECTOR
TYP. AT DOORS
SLOPE FLOOR
TO TRENCH
DRAIN, TYP.
-4'-0"
SIDEWALKS,
SEE CIVIL
CONCRETE APRON,
SEE CIVIL
SIDEWALKS,
SEE CIVIL
RETAINING WALLS,
SEE STRUCTURAL
RETAINING WALLS,
SEE STRUCTURAL
LOADING DOCK
CONCRETE APRON,
SEE CIVIL
FOUNDATION
DRAIN, TYP.
JERSEY BLOCK WALL
BY OWNER
METAL PARTITIONS
BY EQUIP. VENDOR
METAL PARTITIONS
BY EQUIP. VENDOR
CONC. STAIRS
2 RISERS
.
..
.
739.30
.
.
.
.
740.00
739.00 739.00739.00
741.00741.00
738.75738.75
74
0
.
8
3
...
741.00741.00 741.00
739.00 739.00 739.00
738.75 738.75
739.00
....739.00 739.00 739.00
739.40
73
9
.
9
4
740.50
740.50
.
741.50 741.50 741.50741.50
740.50
740.73
740.50
STEEL CLOSURE PLATE
BY EQUIPMENT PROVIDER
STEEL CLOSURE PLATE
BY EQUIPMENT PROVIDER
5'-5" 9'-0" 9'-0" 5'-7" 5'-1" 9'-0" 9'-0" 5'-1" 5'-3" 9'-0" 9'-0" 4'-11" 5'-1" 9'-0" 9'-0" 5'-1" 5'-1" 9'-0" 9'-0" 5'-1" 5'-6" 9'-0" 9'-0" 5'-6" 5'-1" 18'-0" 4'-7" 5'-5" 18'-0"
6'-7"
5'-0" 5'-0" 3'-4" 5'-0" 5'-0" 3'-4"
9"18'-0"10'-8"18'-0"10'-4"18'-0"10'-0"18'-0"10'-2"18'-0"10'-7"18'-0"10'-7"18'-0"10'-0"18'-0"
4'-3"
29'-0"
1'-4"29'-0"27'-8"21'-8"8'-4" 5'-0" 5'-0" 3'-4" 5'-0" 5'-0" 3'-4"
14'-6"14'-6"14'-1"14'-1"14'-1"14'-1"28'-2"28'-2"
10
'
-
0
"
10'-8"
11
'
-
0
"
15
6
'
-
4
"
9'-
4
"
.
1'
-
6
"
11
"
2'
-
3
"
2'
-
5
"
........
SL
O
P
E

2
'
-
6
"
(7
3
9
.
0
0

T
O

7
4
1
.
5
0
)
SL
O
P
E

2
'
-
6
"
(7
3
9
.
0
0

T
O

7
4
1
.
5
0
)
-8"-8"-12"-8"
....
BB
ELEC.
ROOM
10
'
-
4
"
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
9'
-
0
"
1'
-
0
"
10
'
-
0
"
10
'
-
0
"
10
'
-
0
"
9'
-
6
"
10
'
-
0
"
10
'
-
0
"
10
'
-
0
"
CATWALK
DASHED
ABOVE
8'-0"
7'-6"
740.50
A7.51
2
FLUSH MOUNTED GIRTS
ALONG EXTERIOR WALL
TRENCH DRAIN
SEE CIVIL
-12"
A7.51
8
F.D.
F.D.
F.D.F.D.
D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.
D.S.D.S.D.S.D.S.
D.S.
D.S.
D.S.D.S.D.S.D.S.D.S.
9'-4"
6' 8" WIDE
TRENCH DRAIN
3'-8".
8"
15'-0"
30'-0"
24
'
-
0
"
SLOPE PIT TO SUMP PIT
12" MAX, SEE STRUCTURAL
SUMP PIT
SEE PLUMBING
SLOPE PIT TO SUMP PIT
12" MAX., SEE
STRUCTURAL
SUMP PIT
SEE PLUMBING
A127
CONVEYOR PIT 1
111CONVEYOR PIT 2
112
PIT SLOPES TO
SUMP/ DRAIN
PIT SLOPES TO
SUMP/ DRAIN
4'-10"
27'-4".
.
732.00
.
732.00
5
A6.55
5'
-
2
"

7
'
-
0
"

5
'
-
2
"
AREA DRAIN
SEE PLUMBING
AREA DRAIN
SEE PLUMBING
7'
-
1
1
"
36
'
-
2
"
5'-
1
1
"
30
'
-
1
1
"
36
'
-
2
"
37
'
-
8
"
66
'
-
6
"

1
7
'
-
2
"
9'-2" 10'-0" 9'-0"
10'-0"18'-3 5/8"
20
'
-
2
"
.
4'
-
0
"

1
2
'
-
0
"
.
12'-0"
6
6
21
'
-
0
"
4'-
8
"
25
'
-
0
"
15'-8".4'-8"
WALL LEGEND
4' HIGH REINFORCED
CONCRETE WALLS
3' HIGH REINFORCED
CONCRETE WALLS
10' HIGH REINFORCED
CONCRETE WALLS
(SEE PLAN FOR THICKNESS)
JERSEY BLOCK WALL
BY OWNER
NTS
TRAFFIC RAIL
CMU REINFORCED
WALLS
Scale
Date
101 W. Worthington Avenue
Suite 240
Charlotte, NC 28203
phone: [phone]
fax: [phone]
[e-mail]
DAS Project Number
O'Leary
Resource Recovery
Center
3307 Darby Avenue
Charlotte, North Carolina 28216
Shell/ Core/ Upfit
Package
04.14.2016
As indicated
A1.01
Overall
Architectural First
Floor Plan
04/06/2016
14 205 00
3/32" = 1'-0"1 Overall Architectural First Floor Plan
No. Description Date
5 BD-SC.001 05/20/16
6 Revision - Pits 5/27/16
COURTESY FIELD SET