HomeMy WebLinkAboutPLANS - M20-00003 - Baker - 4773 E 4000 N - New Duplex1210
RIGHT/LEFT ELEVATION (SYM.)
SCALE 1/4" = 1' - 0"
1 of 6SHEET
SCALE 1/4" = 1' - 0"
FRONT ELEVATION
8 12 12 8
10 12 12 10
A.
D
.
C
O
O
K
3/
2
6
/
2
0
0
8
VA
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DRA
W
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:
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.
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:
DAT
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:
A
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15
0
N
.
2
W
.
P
.
O
.
B
O
X
1
3
1
T
E
T
O
N
,
I
D
A
H
O
8
3
4
5
1
(2
0
8
)
4
5
8
-
4
4
5
2
1012
11
5
5
-
1
1
6
7
DU
P
L
E
X
SQ
U
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F
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T
:
PL
A
N
N
O
.
JO
B
#
:
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2
0
2
0
REV
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S
:
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AE
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DE
S
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DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
9'-
0
"
F
N
D
W
A
L
L
8' TYPE "X"
GYPSUM BOARD
16
E
Q
U
A
L
R
I
S
E
R
S
@
7
1
/
4
"
ICE AND WEATHER SHIELD
34
"
10"
4"
6'-
1
0
"
C
L
E
A
R
SECTION "A"
SCALE 1/4" = 1' - 0"
REAR ELEVATION
SCALE 1/4" = 1' - 0"
NOTE: SECTION (TYP)
2 of 6SHEET
CHE
C
K
E
D
B
Y
:
T
E
T
O
N
,
I
D
A
H
O
8
3
4
5
1
CIT
Y
O
F
T
E
T
O
N
,
I
D
A
H
O
A.
D
.
C
O
O
K
3/
2
6
/
2
0
0
8
DRA
W
I
N
G
S
C
A
L
E
:
VA
R
I
E
S
2x6 @ 16" O.C. W/
OVER 6 MIL VAPOR BARRIER
R-21 BLOWN BLANKET INSULATION
3/4" T&G WAFERBOARD
FILL JOIST SPACE WITH
}" GYPSUM BOARD
\" GYPSUM BOARD
2x4 @16" O.C.
VAPOR BARRIERFLAME RETARDANT
W/ R-11 BATT INSULATION
MIN. 4" WASHED GRAVEL
SEE PLAN FOR SIZE
SCALE 1/4" = 1' - 0"
"B" WALL SECTION
4" CONC. SLAB OVER
CONC. FOOTING
RIGID FOAM INSUL. & CAULK
R-30 BATT INSULATION
2x4 REDWOOD OR TREATED PLATE ON SEAL SEALER
EXTERIOR PER OWNER
1/2" WAFERBOARD
}" WAFER PLYWOOD
METAL FASCIA
VENTED METAL
PRE-FINISHED
BLANKET INSULATION R-38
SOFFIT
11 7/8" TJI @ 16"O.C.
DU
P
L
E
X
KE
L
L
Y
B
A
K
E
R
EL
E
V
A
T
I
O
N
S
ASPHALT SHINGLES
DRA
W
N
B
Y
:
DAT
E
:
15
0
N
.
2
W
.
P
.
O
.
B
O
X
1
3
1
A
L
A
N
D
O
N
C
O
O
K
WALL STUDS RETURN ENDS TO WALL
ANCHOR 1 1/2"~ HANDRAIL TO
STAIR DETAIL
3-14" LVL STRINGERS
1 1/8" PARTICAL BD
FIR STRINGERS
3/4" PINE RISERS
5/8" GYP BOARD TYPICAL
TREADS
SCALE: NTS
PL
A
N
N
O
.
BA
K
E
R
2
0
2
0
JO
B
#
:
SQ
U
A
R
E
F
E
E
T
:
DU
P
L
E
X
BASEMNT FLR
6'-
8
"
M
I
N
REV
I
S
I
O
N
S
:
OR HALF WALL
36" TALL RAILING
A.C
.
(2
0
8
)
4
5
8
-
4
4
5
2
11
5
5
-
1
1
6
7
LOWER TRUSS
ALLOW FOR GYPSUM BOARD
CONTINUOUS TO ROOF RIDGE
NOTE: TPYE "X" GYMPSUM BOARD
5/8" TYPE 'X' GYPSUM BD.
ALLOW FOR GYPSUM BOARD
LOWER TRUSS
OR EQUIVALENT MIN. 2'-0" FROM EXTERIOR WALL
VINYL SIDING
FIBERGLASS SHINGLES
1/2" = 1'-0"
@ CEILING
5/8" GYPSUM BOARD
O.C. W/BLOWN-
BLANKET INSUL.
2X6 STUDS @ 16"
INSULATIONMIN. R-40 LOOSE-FILL
TRUSSES @ 24" O.C.
1/2" WAFERBOARD SHEATHING
SECTION
1
C
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
5'-
0
"
8'-
0
"
2'-
0
"
19
'
-
0
"
5'-
0
"
27
'
-
0
"
54
'
-
4
"
22
'
-
4
"
20
'
-
4
"
5'-
1
1
1
/
2
"
10
'
-
9
1
/
2
"
3'-8"
11
'
-
9
1
/
2
"
6'-2"
10'-4"
10'-4"
24'-0"
12'-0"
10'-4"
6'-2"
34'-0"
12'-4"
74'-0"
37'-0"
74'-0"
37'-0"
5'-
0
"
5'-
0
"
3'-
8
"
19'-2"
1'-10"
37'-0"
20'-0"
20'-0"5'-0"
5'-0"16'-4"1'-10"
6'-
4
"
6'-2"
22
'
-
4
"
11'-8"
5'-6"6'-2"
6'-4 1/2"
10'-4"
10'-4"
1'-
0
"
10
'
-
9
1
/
2
"
8'-
4
"
5'-3"
2'-
1
"
2'-
1
"
6'-4 1/2"
4" FROM C
24'-8 1/2"
37'-0"
25'-0"
25'-0"
25'-0"
14
'
-
5
"
12'-0"
5'-10"6'-2"5'-10"
6'-4 1/2"
6'-4 1/2"
10'-4"
3'-8"
5'-
1
1
1
/
2
"
10
'
-
9
1
/
2
"
5'-3"
6'-4 1/2"
6'-4 1/2"
5'-
1
1
1
/
2
"
5'-
1
1
1
/
2
"
2'-
1
"
2'-
1
"
19
'
-
0
"
27
'
-
0
"
54
'
-
4
"
10
'
-
7
"
6'-
4
"
19'-2"
20'-0"
20'-0"
16'-4"
5'-0"
5'-0"
22
'
-
4
"
1'-10"
5'-3"
9'-
4
"
20
'
-
4
"
22
'
-
4
"
1'-10"
2'-
0
"
24'-8 1/2"
25'-0"
25'-0"
25'-0"
5'-3"
14
'
-
5
"
8'-
0
"
5'-
0
"
5'-
0
"
GARAGE WALL DETAIL
BASEMENT WALL DETAIL
5/8" x 10' ANCHOR BOLTS
ALTERNATE LEGS
LEGS @ FOOTINGVERTICAL WITH 12"#4 REBAR @ 16" O.C.
FINISHED GRADE
ALTERNATE HOOKS
8" FOUNDATION WALL
#4 REBAR W/ 12" EMBED EACH WAY
#4 REBAR @ 20" O.C. HORZ.
CONCRETE SLAB TYP.
10" @ BRICK LOCATIONS
#4 REBAR CONT.
8" FOUNDATION WALL
(2) #4 BARS HORZ.
#4 BARS @ 16" O.C. VERTICAL
#4 BARS CONT.
(2) 1-3/4"x9-1/2" LVL
(2) 1-3/4"x11-7/8" LVL
DEEPENED
(2) 2x10 DF
F-3
SIZE
B-3
MK #
B-2
B-1
WIDTH
16"
BF36
16"
F-1
F-2
MK #
WAY
(2) PLY GANG STUD
SPACED @ 48" O.C.
5/8" x 10' ANCHOR BOLTS
NOTE
CONT.
LGTH
EACH
CONT.
LONGITUDINAL REINORCING.
#42
QNTY SIZE
(4) #4 BAR
#42SLAB
8"
8"
DEPTH
CONT.
LENGTH
SHEET3 of 6
2-4
x
6
-
8
2-8x6-8
STDH14 HOLDDOWN STRAP
SCALE 1/4" = 1' - 0"
440 SQ. FT. GARAGE
1155 SQ. FT. MAIN FLOOR
FOUNDATION PLAN
F-1
F-1
F-1
F-1
F-2
F-1
NO
T
E
:
C
F-1
BEDROOM
4-0x6-8
BATH
LIN.
F-1
F-2
2-8x6-8
A
F-1
BATH
BEDROOM
4-0x6-8
L A
L
F-3
F-1
A
F-1
GREAT 4-0x6-8
A
2-8x6-8
F-1
2-8
x
6
-
8
B-3
F-2
HVAC HVAC
4-0x6-8
A
2-8x6-8
A.C
.
DRA
W
N
B
Y
:
CHE
C
K
E
D
B
Y
:
3/
2
6
/
2
0
0
8
A.
D
.
C
O
O
K
DRA
W
I
N
G
S
C
A
L
E
:
VA
R
I
E
S
2-4
x
6
-
8
1167 SQ. FT.
440 SQ. FT. GARAGE
SCALE 1/4" = 1' - 0"
FOUNDATION PLAN
F-1STDH14 HOLDDOWN STRAP
F-2
2-8x6-8
2-8x6-8
LIN.
F-1
F-1
F-1
F-1
F-1
F-2
KE
L
L
Y
B
A
K
E
R
DU
P
L
E
X
CIT
Y
O
F
T
E
T
O
N
,
I
D
A
H
O
FO
U
N
D
A
T
I
O
N
P
L
A
N
F-1
F-1 (2
0
8
)
4
5
8
-
4
4
5
2
DAT
E
:
A
L
A
N
D
O
N
C
O
O
K
15
0
N
.
2
W
.
P
.
O
.
B
O
X
1
3
1
T
E
T
O
N
,
I
D
A
H
O
8
3
4
5
1
F-2
F-1
2-8
x
6
-
8
B-3
F-1
F-1
GREAT A
F-3
REV
I
S
I
O
N
S
:
PL
A
N
N
O
.
DU
P
L
E
X
SQ
U
A
R
E
F
E
E
T
:
11
5
5
-
1
1
6
7
JO
B
#
:
BA
K
E
R
2
0
2
0
BEAM SCHEDULE
FOOTING SCHEDULE
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
S
S
S
S
FURN WH
W
H
F
U
R
N
SHEET5. 7-[" MAX. RISE & 10 MIN. RUN @ STAIRS.
4 of 6
D
W
4-0x6-8
1. ALL EXTERIOR WALL AND BEARING WALLS ARE
HEADERS SHALL BE (2) DF 2x10 UNLESS OTHERWISE NOTED.
AT SUPPORTED EDGE AND 12" O.C. IN THE FIELD
3. ALL EXTERIOR WALL SHEATHING AND SHEAR WALL SHALL BE
\" (NOM.) OSB APA RATED SHEATHING, UNLESS OTHERWISE NOTED.
CONNECT ALL WALL SHEATHING WITH 8D COMMON NAILS @ 6" O.C.
2. BEARING WALL HEADERS AND EXTERIOR DOOR AND WINDOW
8d COMMON NAILS @ 3" GRID PATTERN
8d COMMON NAILS @ 3" O.C. ALL FRAMING STUDS
NOTE: CSPF OVERLAP METHOD
BWP
1'-6"x 4'-0"
NOTE: GRIDS PER OWNER
4'-0"x 4'-0"
3'-0"x 5'-0"
NOTE: ALL WINDOW HEADERS (2) DF 2x10 UNLESS NOTED OTHERWISE
B-1
B-2
MK #
B-3
A
B
C
CSPF
NOTE
(2) PLY GANG STUD
WINDOW SCHEDULE
SIZE
(2) 2x10 DF
(2) 1-3/4"x11-7/8" LVL
(2) 1-3/4"x9-1/2" LVL
EXTERIOR GABLE
SINGLE HUNG
HORIZ. SLIDING
OVERLAP SHEATHING @ RIM BOARD
@ RIM BOARD TOP & BOTTOM8d COMMON NAILS @ 3" O.C.
SOLID BLOCKING BETWEEN TRUSSES ATTACHED TO
BRACED WALL PANELS MIN. 4' WIDTH MAX. 20' O.C.
TOP PLATES WITH 8D NAILS @ 6"O.C. @ BRACED WALL LOCATIONS
12" O.C. IN THE FIELD & 3" O.C. @ EACH EDGE
16 d NAILS @ 6" O.C.
MIN 9-1/4"
METHOD DWB 4' MIN WIDTH
NAIL PLATE @ RIM & JOIST
7/16" SHEATHING 6D COMMON NAILS
DBL 2X FRAMING
MIN. (1) \" ANCHOR BOLT
W/ 2"x 2" x 3/16" PLATE WASHER
STDH14 HOLDDOWN STRAP
8d COMMON NAILS @ 3" GRID PATTERN
8d COMMON NAILS @ 3" O.C. ALL FRAMING STUDS
BLOCKING @ SHEATHING JOINT
SIMPSON STHD14 HOLDDOWN
FASTEN SHEATING TO HEADER
PFG
NOTE: PFG W/
SIMPSON ST6224 STRAP
BLOCKING @ SHEATHING JOINT
SIMPSON ST6224 STRAP
FASTEN SHEATING TO HEADER
OPPOSITE SIDE OF SHEATHING
2-4x6-8
HO
O
K
S
PFG
BW
P B-2
16x8 OVERHEAD DOOR
3-0x6-8
W.I.C.
BW
P
BW
P
3-
0
x
6
-
8
B-1SHOWER
2-4
x
6
-
8
FRAMING NOTES:
(GRADE #2) 2x6 STUD SPACING @ 16" O.C.
4. ALL INTERIOR DOORS ARE 6'-8" TALL
PFG
B-1
2-
4
x
6
-
8
3-
0
x
6
-
8
2-8
x
6
-
8
3-0x6-8
B-1
MUD ROOM
B-3
CSPF
BATH
BEDROOM
B-1
3-0
x
6
-
8
4-0x6-8
CSPF
CSPFBB
CSPF
BW
P B-1
BCSPF
B-2
B-1
B
MBR
2-8
x
6
-
8
B-1
B
2-4x
6
-
8
MBATH
3-0
x
6
-
8
3-0x6-8
B
CSPF
REF
LIN.
B-1
GREAT
B-1
CSPF
DINE
B-1
B
B-1
B
KITCHEN
DW
CSPF
CHE
C
K
E
D
B
Y
:
T
E
T
O
N
,
I
D
A
H
O
8
3
4
5
1
CIT
Y
O
F
T
E
T
O
N
,
I
D
A
H
O
DRA
W
N
B
Y
:
3/
2
6
/
2
0
0
8
A.
D
.
C
O
O
K
VA
R
I
E
S
DRA
W
I
N
G
S
C
A
L
E
:
HO
O
K
S
2-4x6-8
SHOWER
B-2
16x8 OVERHEAD DOOR
MAIN FLOOR PLAN
PFG
SCALE 1/4" = 1' - 0"
440 SQ. FT. GARAGE
1167 SQ. FT.
2-
4
x
6
-
8
2-8
x
6
-
8
3-
0
x
6
-
8
B-3
B-1
BATH
B-1
BEDROOM
B-1
3-0
x
6
-
8
CSPFBB
B-1 3-
0
x
6
-
8
3-0x6-8
MUD ROOM
PFG
BW
P
KE
L
L
Y
B
A
K
E
R
DU
P
L
E
X
MA
I
N
F
L
O
O
R
P
L
A
N
W.I.C.
3-0x6-8
BW
P
BW
P
2-4
x
6
-
8
15
0
N
.
2
W
.
P
.
O
.
B
O
X
1
3
1
A
L
A
N
D
O
N
C
O
O
K
DAT
E
:
CSPF
3-0x6-8
REF
B-1
B
LIN.
B-1 B-1
BB
DINE
KITCHEN
B-1
B CSPF
B-2
2-8
x
6
-
8
B-1
GREAT
B
B-1
CSPF
BW
PB-1
B
MBR
3-0
x
6
-
8
MBATH
2
-
4
x
6
-
8
REV
I
S
I
O
N
S
:
DU
P
L
E
X
PL
A
N
N
O
.
SQ
U
A
R
E
F
E
E
T
:
BA
K
E
R
2
0
2
0
JO
B
#
:
A.C
.
(2
0
8
)
4
5
8
-
4
4
5
2
11
5
5
-
1
1
6
7
10
'
-
1
1
/
2
"
5'-0"
9'-
0
"
4'-7"
12'-0"
11'-0"
11'-0"
11'-0"
11'-0"
37'-0"
4'-3"
11'-11"
37'-0"
74'-0"
74'-0"
1'-6" MIN.
5'-
0
"
5'-
0
"
3'-
8
"
3'-
8
"
7'-
7
1
/
2
"
54
'
-
0
"
27
'
-
0
"
32
'
-
0
"
6'-
1
0
1
/
2
"
7'-11 1/2"
16'-0"
19'-1"
37'-0"
20'-0"
20
'
-
0
"
22
'
-
0
"
2'-0"
5'-4 1/2"6'-
1
0
1
/
2
"
2'-
0
"
5'-2"
3'-
1
1
"
2'-
8
"
5'-0"11'-11"
2"
2"
4'-3"3'-5"4'-3"2'-6"2'-6"
22
'
-
0
"
21
'
-
6
1
/
2
"
2'-0"
3'-4"
11'-0"
11'-0"
8'-
0
"
7'-
2
"
5'-2"
2'-
1
"
2'-
1
"
12
'
-
1
0
"
11
'
-
1
0
"
3'-
8
"
10
'
-
3
"
2'-1"5'-0"
1'-11 1/4"
12'-10"
37'-0"
25'-0"
5'-4 1/2"
11'-7"
4'-6 1/2"
11
'
-
0
"
5'-
0
"
1'-11 1/2"
3'-
8
"
3'-8"
6'-3"3'-5"
12'-0"
1'-11 1/4"
4'-
0
"
11'-0"
11'-0"
4'-0"
14
'
-
1
1
1
/
2
"
3 1
/
2
"
5'-0"1'-11"
9'-
0
"
10
'
-
1
1
/
2
"
3'-5"4'-7"
7'-
7
1
/
2
"
27
'
-
0
"
32
'
-
0
"
3'-
8
"
3'-
8
"
54
'
-
0
"
2'-
8
"
5'-2"
20'-0"
16'-0"
19'-1"
5'-0"
3'-5"4'-3"2'-6"2'-6"
21
'
-
6
1
/
2
"
22
'
-
0
"
2'-0"
7'-
2
"
5'-2"
3'-
8
"
11
'
-
3
"
2'-1"3'-4"
9'-
0
"
3'-
1
1
"
6'-
1
0
1
/
2
"
7'-11 1/2"
22
'
-
0
"
20
'
-
0
"
2'-0"
2'-
0
"
6'-
1
0
1
/
2
"
5'-4 1/2"
3'-8"
6'-3"
25'-0"
11'-7"
1'-11 1/4"1'-11 1/4"
3 1
/
2
"
14
'
-
1
1
1
/
2
"
12'-10"
5'-0"1'-11"3'-5"4'-0"
4'-
0
"
5'-
0
"
11
'
-
0
"
4'-6 1/2"
1'-11 1/2"
3'-
8
"
5'-4 1/2"
3'-5"
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
BEAM SCHEDULE
D
W
D
W
S
S
S
S
2-8x6-8
A GREAT
F-2
B-3
F-2
F-2
2-8x6-8
WHFURN
4-0x6-8
HVAC
4-0x6-8
S
2-8
x
6
-
8
LIN.
S
2-4
x
6
-
8
2-8x6-8
BATH
B-3
S
S
F
U
R
N
2-8x6-8
BATH
W
H
HVAC
4-0x6-8
4-0x6-8
2-8
x
6
-
8
2-8x6-8
LIN.
2-4
x
6
-
8
2-8x6-8
F-2
F-2
GREAT A
F-2
STAGGER FASTENERS IN 2 ROWS
2x12 DECK LEDGER
2x12 DECK PERIMETER FRAMING
SCALE 1/2" = 1' - 0"
3-\" LAG SCREW OR BOLT
DECK LEDGER CONNECTION
2x6 DECKING OR SIMILAR
2x8 DECK JOISTS @ 16" O.C.
2x8 DECK JOISTS HANGER
& 12" O.C. SPACING IN THE FIELD
@ 3" O.C. SPACING AT EACH EDGE
GLUE & NAIL W/ 8d RING SHANK NAILS
9-1/2" BCI 6000
3/4" T&G OSB DECKING
VERIFY PER SUPPLIER
SECTION "C"
REAR COVER DESIGN
SCALE 1/2" = 1' - 0"
TYP.
BF 28 TYP.
BIG FOOT FTG
10" SONO TUBE
6x6 SPF #1
SIMPSON ABU66
SIMPSON BC6
3 PLY GANG STUD
BEAM POCKET
5 of 6
DU
P
L
E
X
SHEET
CIT
Y
O
F
T
E
T
O
N
,
I
D
A
H
O
KE
L
L
Y
B
A
K
E
R
FL
O
O
R
F
R
A
M
I
N
G
/
D
E
T
A
I
L
S
(2
0
8
)
4
5
8
-
4
4
5
2
15
0
N
.
2
W
.
P
.
O
.
B
O
X
1
3
1
A
L
A
N
D
O
N
C
O
O
K
T
E
T
O
N
,
I
D
A
H
O
8
3
4
5
1
A.C
.
3/
2
6
/
2
0
0
8
A.
D
.
C
O
O
K
DRA
W
N
B
Y
:
CHE
C
K
E
D
B
Y
:
DAT
E
:
VA
R
I
E
S
DRA
W
I
N
G
S
C
A
L
E
:
REV
I
S
I
O
N
S
:
DU
P
L
E
X
PL
A
N
N
O
.
SQ
U
A
R
E
F
E
E
T
:
11
5
5
-
1
1
6
7
BA
K
E
R
2
0
2
0
JO
B
#
:
2"
M
I
N
.
7-1
/
2
"
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
W
D
S
S
S
D
WDW
D
W
S
ROOF FRAMING
SCALE 1/4" = 1' - 0"
A.
D
.
C
O
O
K
6 of 6SHEET
DU
P
L
E
X
RO
O
F
F
R
A
M
I
N
G
KE
L
L
Y
B
A
K
E
R
A
L
A
N
D
O
N
C
O
O
K
@ 3" O.C. SPACING AT EACH EDGE& 12" O.C. SPACING IN THE FIELD
PRE-ENGINEERED TRUSSES
5/8" OSB DECKING W/ 16 GAUGE STAPLES
VERIFY PER SUPPLIER
DAT
E
:
DRA
W
N
B
Y
:
3/
2
6
/
2
0
0
8
REV
I
S
I
O
N
S
:
DRA
W
I
N
G
S
C
A
L
E
:
VA
R
I
E
S
PL
A
N
N
O
.
DU
P
L
E
X
JO
B
#
:
BA
K
E
R
2
0
2
0
CIT
Y
O
F
T
E
T
O
N
,
I
D
A
H
O
(2
0
8
)
4
5
8
-
4
4
5
2
15
0
N
.
2
W
.
P
.
O
.
B
O
X
1
3
1
T
E
T
O
N
,
I
D
A
H
O
8
3
4
5
1
A.C
.
CHE
C
K
E
D
B
Y
:
SQ
U
A
R
E
F
E
E
T
:
11
5
5
-
1
1
6
7
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
T
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C
H
AE
R
O
T
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C
H