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6" DIA. PIPE FILLED
W/ CONIC. ROUNDED
UP ON TOP AS
SHOWN, SEE PLAN
FOR OCCURANCE
F
SEE PLAN FOR
SLAB THICKNESS
POUR CONIC, 4"
ALL AROUND
PIPE IN GROUND
AS SHOWN -
B 1 TYP_ BOL
SCALE: I/2 ". I' -0"
E
0
0
DETAIL
D C )TYP_ TRENCH DRAIN
A2.0 SCALE: NTS
8 „
6"
8,1
W
Q
r TOP ASPHALT
1 PAVING
I
PRE -CAST CHANNEL
MIN. GRATE
O
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•
••
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DRAIN- SEE PLAN FOR
W
F-
SIZE
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3 BARS
CONT_ w/ TIES
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f
D C )TYP_ TRENCH DRAIN
A2.0 SCALE: NTS
0
5 I 6
E RETAINING W,4LL SECTION
A2.o SCALE- 3/4 "• V -0"
12"
20"
12"
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ISH AND INSTALL A PRE-
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ALUMINUM GUTTER AND
3" G,I, PIPE
DOWN SPOLRAB SHOWN,
DOWN SPOUT
TO TIE INTO NEW
SET CAST IRON
AT THIS END OF BLDG.
D
STEPS a 15 "O /C TF
n
24"
CATCH BASIN IS
OVER 5' -0" DEEP
CEMENT
PIK
O
WASH
SEE PLAN
FOR PIPE
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SIZE
CONC FOOT'G
W/ 6x600 -10
NOTE
WWM
PRECAST CATCH BASIN MAY BE USED
IN LIEU of BUILT IN PLACE w/ APPROVAL
BY ARCHITECT
-SECT ION
rl CATCH BASIN
A2_0 SCALE: NT5
0
5 I 6
E RETAINING W,4LL SECTION
A2.o SCALE- 3/4 "• V -0"
7
CBSA
Architects
i
Architecture•Planning • ln[erior Design
www, cbea- architects. com
Post office box 1239
F 226 second street nw
hickory, north Carolina 28601
phone ( 322 -3403
fax (828) 322 -1802
email cbsa @cbsa- architects.com
CONSULTANTS
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7
CBSA
Architects
i
Architecture•Planning • ln[erior Design
www, cbea- architects. com
Post office box 1239
F 226 second street nw
hickory, north Carolina 28601
phone ( 322 -3403
fax (828) 322 -1802
email cbsa @cbsa- architects.com
CONSULTANTS
0
E LL
SLOPE ALL EXTERIOR
Al AM$ A-11AY FROM
2" THICK X 24" WIDE BUIL DING PERIME
INSULATI . - PERIMETER
OCONCR SLABS.
BUIL
F DETAIL B
A2.0 SCALE: 3/4 "• 1' -0"
FREEZER/COOLER
WEST ELEVATION
N M /
- 3x3x.3125 ANGLE
W/ %" EXPANSION
BOLT v32 "O -C.
EN EXISTING/NE. -W
yld1d
.. >=
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MARK I DATE DESCRIPTION
SCH 05 01 07 SCHEMATIC PHASE
I DD 1 DESIGN DEVELOPMENT
CO 1 05 11 07 1 BID SET
PROJECT NO: 2007.017
CAD DWG FILE:
DRAWN BY: WH
CHK'D BY: RLS
COPYRIGHT:
TIE 3" C.I. D A S INTO CBSA ARCHITECTS, INC. 2006
NEW CB SHEET TITLE
SECTION /DETAILS
ELEVATIONS
5
w
7
W
Q
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D- N
O
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a W
3N
F-
J W
m
WW
Z
Q —
U
D_
0_
O
U
f
G.G. FUR
ISH AND INSTALL A PRE-
FINISHED
ALUMINUM GUTTER AND
3" G,I, PIPE
DOWN SPOLRAB SHOWN,
DOWN SPOUT
TO TIE INTO NEW
CATCH BASIN
AT THIS END OF BLDG.
D
SLOPE ALL EXTERIOR
Al AM$ A-11AY FROM
2" THICK X 24" WIDE BUIL DING PERIME
INSULATI . - PERIMETER
OCONCR SLABS.
BUIL
F DETAIL B
A2.0 SCALE: 3/4 "• 1' -0"
FREEZER/COOLER
WEST ELEVATION
N M /
- 3x3x.3125 ANGLE
W/ %" EXPANSION
BOLT v32 "O -C.
EN EXISTING/NE. -W
yld1d
.. >=
O
O aaal
H z �
Q
V
Z
W O Z
=UO
yQ0 y
0 W i
LL
U W
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C
ED
V
m
W a
W a
L 6
3
W
g Z
MARK I DATE DESCRIPTION
SCH 05 01 07 SCHEMATIC PHASE
I DD 1 DESIGN DEVELOPMENT
CO 1 05 11 07 1 BID SET
PROJECT NO: 2007.017
CAD DWG FILE:
DRAWN BY: WH
CHK'D BY: RLS
COPYRIGHT:
TIE 3" C.I. D A S INTO CBSA ARCHITECTS, INC. 2006
NEW CB SHEET TITLE
SECTION /DETAILS
ELEVATIONS
5
SCALE: 1/4 ". P -0"
6
7
A2.0
SHEET OF
"
O
2 -3
PRE -FIN. JUM. GUTTER
ALL WOOD BLOCKING TO
BE PRE5URE TREATED
MEMBRANE ROOFING OVER 4" RIGID INSULATION
4 „ OVER 111 7" GYP_ SHEATHING AND 1 1 111" 'B' DECKINC
I 4X4X3/8" L BRG. PL. 1 117 "XiI
`� - CONTINU W/2 117" D, STUDS -
1N
I 111 ST, STS, 6 16" o /c.
I" HAT CHANNELS
3 518" ST. STS. a 16" o /c_
- PRE - FIN. ALUM
DR .
\IP
4'
�< = :UR IN--
PERF. ALUMINUM SOFFIT
ATTACHED TO HAT / \�
CHANNELS AND 3 5 /8" J / \
STEEL STUDS AS SHOWN_ 1
0
. P
1
6" THICK SLAB W/ 2" TURNDOWNS.
SLOPE AWAY FROM BUILDING.
111 x" LOWER 6 DOOR THAN INSIDE
SLAB- SEE EXTERIOR PLAN -
0
a as
LINE OF FOOTING BEYOND
L
0
WSXI3 BEAMS SPACED AS SHOWN ON STRUCT, DLUG_
EXTEND CMU WALL TIGHT UP W14X22
AGAINST BOTTOM OF DECKING
AND CLOSE FLUTES IN DECKING
ABOVE WALL.
COVER STUDS W/
5/8" WR GYP. BD,
L
a
_ W
O
4'"I THICK CONCRETE SLAB W/ 6X6 10/10 WWM OVER
V POR BARRIER AND 4" WASHED STONE AS SHOWN,
A BLDG_ CR055ECTI0N
PRE FINISHED.
EDGE TRIM.
PRE - FINISHED METAL PANEL CLOSURE PANEL
ATTACHED TO HAT CHANNELS OVER 3 5/8" STEEL
STUDS SPACED m W' o/c MAX.
COLOR TO MATCH EXISTING METAL PANEL ABOVE.
ATTACH 5/8" EXT_ GRADE PLYWOOD UP STEEL STUD5
TO TURN ROOF MEMBRANE UP TO AS SHOWN.
COOLER / FREEZER MANUFACTURER TO INSTALL MEMBRANE ROOF,
TAPERED INSULATION, P_T, WOOD BLK'G., AND FLASH TO EXISTING
BRICK WALL AND FLASH TO MET FASCIA- LEFT END.
020
FLASHING ON BRICK WALL BEYOND
COORDINATE DEPRESSION IN SLAB TO ALLOW TOP OF CERAMIC
TILE FLOORING IN CORRIDOR 100 TO ALIGN JJI TOP OF FLOOR
SLAB OF COOLER / FREEZER.G.0 PROVIDE HRESHOLD UNDER DOORS
a _aa
4" THICK CONCRETE SLAB W/ 6 6 10/10 WWM OVER
VAPOR BARRIER AND 4" WASH D STONE AS SHOWN,
1' -0"
CMU L L 4" CAP BLOCK
"3a16"O.C.
0 VERT. REINF, 16" O.C.
"4 BAR AV O .C.
SLOPE CONC.
AWAY FROM WALL FILL W/
GROUT
03 o IS "O,C,
2 - "3
2 03 CONC_ FOOTING I'- 0 "4' -0"
SOUTH ELEVATION
SCALE= 1/4 "• V -0"
3 4
SCALE: 114 ". P -0"
1 1 2
In
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4'"I THICK CONCRETE SLAB W/ 6X6 10/10 WWM OVER
V POR BARRIER AND 4" WASHED STONE AS SHOWN,
A BLDG_ CR055ECTI0N
PRE FINISHED.
EDGE TRIM.
PRE - FINISHED METAL PANEL CLOSURE PANEL
ATTACHED TO HAT CHANNELS OVER 3 5/8" STEEL
STUDS SPACED m W' o/c MAX.
COLOR TO MATCH EXISTING METAL PANEL ABOVE.
ATTACH 5/8" EXT_ GRADE PLYWOOD UP STEEL STUD5
TO TURN ROOF MEMBRANE UP TO AS SHOWN.
COOLER / FREEZER MANUFACTURER TO INSTALL MEMBRANE ROOF,
TAPERED INSULATION, P_T, WOOD BLK'G., AND FLASH TO EXISTING
BRICK WALL AND FLASH TO MET FASCIA- LEFT END.
020
FLASHING ON BRICK WALL BEYOND
COORDINATE DEPRESSION IN SLAB TO ALLOW TOP OF CERAMIC
TILE FLOORING IN CORRIDOR 100 TO ALIGN JJI TOP OF FLOOR
SLAB OF COOLER / FREEZER.G.0 PROVIDE HRESHOLD UNDER DOORS
a _aa
4" THICK CONCRETE SLAB W/ 6 6 10/10 WWM OVER
VAPOR BARRIER AND 4" WASH D STONE AS SHOWN,
1' -0"
CMU L L 4" CAP BLOCK
"3a16"O.C.
0 VERT. REINF, 16" O.C.
"4 BAR AV O .C.
SLOPE CONC.
AWAY FROM WALL FILL W/
GROUT
03 o IS "O,C,
2 - "3
2 03 CONC_ FOOTING I'- 0 "4' -0"
SOUTH ELEVATION
SCALE= 1/4 "• V -0"
3 4
SCALE: 114 ". P -0"
1 1 2