HomeMy WebLinkAboutUPDATED PLANS - 20-00762 - 1228 Horizon Dr - Wheeler New SFRDR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
B
H
A
PL
O
T
D
A
T
E
:
1/
1
2
/
2
0
2
1
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
FO
U
N
D
A
T
I
O
N
SH
E
E
T
T
I
T
L
E
:
S-101
PLN# 21-05-003
1/12/2021
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
WH
E
E
L
E
R
RE
X
B
U
R
G
I
D
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
p
y
r
i
g
h
t
2
0
2
1
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW
1
FW
1
FW
1
FW
1
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW2FW2FW2FW2
FW2FW2FW2FW2
FW2FW2FW2FW2
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW1FW1FW1FW1
F1F1F1F1
F1F1F1F1 F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1FW2FW2FW2FW2
F1F1F1F1
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
FW2FW2FW2FW2
F2F2F2F2
F2F2F2F2
F1F1F1F1
F2F2F2F2
F4F4F4F4 F4F4F4F4 F4F4F4F4
F4F4F4F4 F4F4F4F4
F5F5F5F5
F5F5F5F5
F5F5F5F5
F3F3F3F3 F3F3F3F3 F3F3F3F3
F2F2F2F2
RETAINING WALL TO BERETAINING WALL TO BERETAINING WALL TO BERETAINING WALL TO BE
DESIGNED AFTER GRADEDESIGNED AFTER GRADEDESIGNED AFTER GRADEDESIGNED AFTER GRADE
IS DETERMINEDIS DETERMINEDIS DETERMINEDIS DETERMINED
RETAINING WALL TO BERETAINING WALL TO BERETAINING WALL TO BERETAINING WALL TO BE
DESIGNED AFTER GRADEDESIGNED AFTER GRADEDESIGNED AFTER GRADEDESIGNED AFTER GRADE
IS DETERMINEDIS DETERMINEDIS DETERMINEDIS DETERMINED
1111 1111 1111
1111 1111
11111111
2222
3333
3 3 3 3
3 3 3 3
3 3 3 3
3 3 3 3
3 3 3 3
3 3 3 3
4444 4444
4444
4 4 4 4
44444444
1111
1111 1111
F1F1F1F1
FOR BRICK LEDGE, PUSH FOUNDATIONFOR BRICK LEDGE, PUSH FOUNDATIONFOR BRICK LEDGE, PUSH FOUNDATIONFOR BRICK LEDGE, PUSH FOUNDATION
WALLS OUT 3-1/2" THEN HOLD FRAMINGWALLS OUT 3-1/2" THEN HOLD FRAMINGWALLS OUT 3-1/2" THEN HOLD FRAMINGWALLS OUT 3-1/2" THEN HOLD FRAMING
IN 3-1/2" FROM OUTTER EDGE OF FOUNDATIONIN 3-1/2" FROM OUTTER EDGE OF FOUNDATIONIN 3-1/2" FROM OUTTER EDGE OF FOUNDATIONIN 3-1/2" FROM OUTTER EDGE OF FOUNDATION
8"8"8"8" PORCH CAPPORCH CAPPORCH CAPPORCH CAP
#4 BARS @ 16" O.C.#4 BARS @ 16" O.C.#4 BARS @ 16" O.C.#4 BARS @ 16" O.C.
BOTH WAYSBOTH WAYSBOTH WAYSBOTH WAYS
INDEX OF SHEETS
S-101
S-201
S-301
S-302
R-101
FOUNDATION
FLOOR FRAMING
WALL FRAMING
BASEMENT WALL FRAMING
DETAILS
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F2
F3
F4
F5
WIDTHWIDTHWIDTHWIDTH
1'-4"
1'-6"
1'-8"
2'
3'
DEPTHDEPTHDEPTHDEPTH
8"
8"
10"
10"
12"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
CONTINUOUS FOOTING
24” X 24” X 10” SPREAD FOOTER
36” X 36” X 12” SPREAD FOOTER
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
(2) #4 BAR CONT.
(2) #4 BAR CONT.
(3) #4 BOTH WAYS
(3) #4 BOTH WAYS
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
---
8" SONOTUBE (2) #4 BAR
10" SONOTUBE (4) #4 BAR #3 TIES 8" O.C.
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
2
3
4
6
####
10
1
7
6
13
TYPETYPETYPETYPE
ABU44Z
ABU88Z
HDU5
STHD10RJ
MSTA36
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
FW2
THICKTHICKTHICKTHICK
8"
8"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
9'
VERT BARVERT BARVERT BARVERT BAR
#4
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
24" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
24" O.C.
24" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(1)
(2)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED
5/8" W/7" EMBED
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
48" O.C.
48" O.C.
LINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULE
IDIDIDID
L1
LINTEL TYPELINTEL TYPELINTEL TYPELINTEL TYPE
(2) #4 BARS TOP & BOTTOM
3 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR
LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED
STRUCTURAL FILL OR UNDISTURBED SOIL.
4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER
EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO
POURING FOOTINGS IN THAT AREA.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000
PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL INSPECTIONS.
6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40 FOR #3 AND
SMALLER BARS.
8. DAMP PROOFING PER 2012 IBC SECTION 403.2
9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER.
10. 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE.
11. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED D IRECTLY ON THE GROUND SHALL NOT BE LESS THAN
3.5" (98 MM). A6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX
EA. DIR. OR CENTERED PER OWNER PREFERENCE.
ARCHITECTURAL PLANS PROVIDED BY:
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
LOCATION: REXBURG
SNOW LOAD: 50 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36 IN
SEISMIC: D1
REGULATION: IRC 2015
WHEELER HOUSEWHEELER HOUSEWHEELER HOUSEWHEELER HOUSE
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
B
H
A
PL
O
T
D
A
T
E
:
1/
1
2
/
2
0
2
1
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
FL
O
O
R
F
R
A
M
I
N
G
SH
E
E
T
T
I
T
L
E
:
S-201
PLN# 21-05-003
1/12/2021
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
WH
E
E
L
E
R
RE
X
B
U
R
G
I
D
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
p
y
r
i
g
h
t
2
0
2
1
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
11-7/8 LVL11-7/8 LVL11-7/8 LVL11-7/8 LVL11-7/8 LVL11-7/8 LVL11-7/8 LVL11-7/8 LVL
5-1/8x19 OR5-1/8x19 OR5-1/8x19 OR5-1/8x19 OR
8-3/4x158-3/4x158-3/4x158-3/4x15
11-7/8 LVL11-7/8 LVL11-7/8 LVL11-7/8 LVL
(2)2X(2)2X(2)2X(2)2X12121212
(2)2X(2)2X(2)2X(2)2X12121212
2X8 LEDGER w/2X8 LEDGER w/2X8 LEDGER w/2X8 LEDGER w/
(2) LEDGERLOKS(2) LEDGERLOKS(2) LEDGERLOKS(2) LEDGERLOKS
@ 16" O.C.@ 16" O.C.@ 16" O.C.@ 16" O.C.
SIMPSON DTT1ZSIMPSON DTT1ZSIMPSON DTT1ZSIMPSON DTT1Z
TIES @ 6' O.C.TIES @ 6' O.C.TIES @ 6' O.C.TIES @ 6' O.C.
2X8 LEDGER w/2X8 LEDGER w/2X8 LEDGER w/2X8 LEDGER w/
(2) LEDGERLOKS(2) LEDGERLOKS(2) LEDGERLOKS(2) LEDGERLOKS
@ 16" O.C.@ 16" O.C.@ 16" O.C.@ 16" O.C.
SIMPSON DTT1ZSIMPSON DTT1ZSIMPSON DTT1ZSIMPSON DTT1Z
TIES @ 6' O.C.TIES @ 6' O.C.TIES @ 6' O.C.TIES @ 6' O.C.
(3)2X(3)2X(3)2X(3)2X12121212
11-7/8 BCI 6000 @ 16" O.C. U.N.O.11-7/8 BCI 6000 @ 16" O.C. U.N.O.11-7/8 BCI 6000 @ 16" O.C. U.N.O.11-7/8 BCI 6000 @ 16" O.C. U.N.O.
USE SIMPSON ITS JOIST HANGERS AS NEEDEDUSE SIMPSON ITS JOIST HANGERS AS NEEDEDUSE SIMPSON ITS JOIST HANGERS AS NEEDEDUSE SIMPSON ITS JOIST HANGERS AS NEEDED
OVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKING
THROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PER
MANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)
11-7/8 BCI 600011-7/8 BCI 600011-7/8 BCI 600011-7/8 BCI 6000
@ 12" O.C.@ 12" O.C.@ 12" O.C.@ 12" O.C.
2X8 @ 16" O.C.2X8 @ 16" O.C.2X8 @ 16" O.C.2X8 @ 16" O.C.
2X8 @ 16" O.C.2X8 @ 16" O.C.2X8 @ 16" O.C.2X8 @ 16" O.C.
(2
)
(2
)
(2
)
(2
)
2X
8
2X
8
2X
8
2X
8
@
1
6
"
O
.
C
.
@
1
6
"
O
.
C
.
@
1
6
"
O
.
C
.
@
1
6
"
O
.
C
.
2X8 @ 16" O.C.2X8 @ 16" O.C.2X8 @ 16" O.C.2X8 @ 16" O.C.(2
)
(2
)
(2
)
(2
)
2X
8
2X
8
2X
8
2X
8
@
1
6
"
O
.
C
.
@
1
6
"
O
.
C
.
@
1
6
"
O
.
C
.
@
1
6
"
O
.
C
.
3 FIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
ARCHITECTURAL PLANS PROVIDED BY:
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
B
H
A
PL
O
T
D
A
T
E
:
1/
1
2
/
2
0
2
1
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
WA
L
L
F
R
A
M
I
N
G
SH
E
E
T
T
I
T
L
E
:
S-301
PLN# 21-05-003
1/12/2021
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
WH
E
E
L
E
R
RE
X
B
U
R
G
I
D
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
p
y
r
i
g
h
t
2
0
2
1
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
78'-8"78'-8"78'-8"78'-8"
5'5'5'5'14'-4"14'-4"14'-4"14'-4"14'-4"14'-4"14'-4"14'-4"20'-8"20'-8"20'-8"20'-8"16'-4"16'-4"16'-4"16'-4"8'8'8'8'
69
'
-
4
"
69
'
-
4
"
69
'
-
4
"
69
'
-
4
"
19
'
-
8
"
19
'
-
8
"
19
'
-
8
"
19
'
-
8
"
3'
3'3'3'
5'
5'5'5'
17
'
17
'
17
'
17
'
9
'
-
8
"
9
'
-
8
"
9
'
-
8
"
9
'
-
8
"
15
'
15
'
15
'
15
'
78'-8"78'-8"78'-8"78'-8"
26'26'26'26'32'-8"32'-8"32'-8"32'-8"11'-8"11'-8"11'-8"11'-8"8'-4"8'-4"8'-4"8'-4"
69
'
-
4
"
69
'
-
4
"
69
'
-
4
"
69
'
-
4
"
34
'
-
2
"
34
'
-
2
"
34
'
-
2
"
34
'
-
2
"
29
'
-
2
"
29
'
-
2
"
29
'
-
2
"
29
'
-
2
"
6'
6'6'6'
25
'
-
8
"
25
'
-
8
"
25
'
-
8
"
25
'
-
8
"
3'3'3'3'
H1H1H1H1
H1H1H1H1 H1H1H1H1 H1H1H1H1
H1H1H1H1
H1H1H1H1 H1H1H1H1 H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H3H3H3H3
H3H3H3H3
H3H3H3H3
H3H3H3H3
H2H2H2H2
H4H4H4H4
H5H5H5H5
H6H6H6H6
C1C1C1C1
C3C3C3C3 C3C3C3C3
C3C3C3C3
C2C2C2C2
C2C2C2C2
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
6666 6666 6666 6666
6 6 6 6
6 6 6 6
6 6 6 6
6 6 6 6
6666 6666 6666 6666
ROOF BEAMROOF BEAMROOF BEAMROOF BEAM
(2) 9.5 LVL(2) 9.5 LVL(2) 9.5 LVL(2) 9.5 LVL
OR 5-1/8x9OR 5-1/8x9OR 5-1/8x9OR 5-1/8x9
GLULAMGLULAMGLULAMGLULAM
ROOF BEAMROOF BEAMROOF BEAMROOF BEAM
(2) 9.5 LVL(2) 9.5 LVL(2) 9.5 LVL(2) 9.5 LVL
OR 5-1/8x9OR 5-1/8x9OR 5-1/8x9OR 5-1/8x9
GLULAMGLULAMGLULAMGLULAM
ROOF BEAMROOF BEAMROOF BEAMROOF BEAM
(2)(2)(2)(2)2X122X122X122X12
ROOF BEAMROOF BEAMROOF BEAMROOF BEAM
(2)(2)(2)(2)2X122X122X122X12
ROOF BEAMROOF BEAMROOF BEAMROOF BEAM
(2)(2)(2)(2)2X122X122X122X12
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTESNOTESNOTESNOTES
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
H4
H5
H6
PLYPLYPLYPLY
2
2
2
2
3
1
SIZESIZESIZESIZE
2X10 SPF
2X12 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
1-3/4 x 11-7/8 MICROLAM
5-1/8 x 16-1/2 24F-V4
NOTENOTENOTENOTE
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C2
C3
C4
MATERIALMATERIALMATERIALMATERIAL
(4) 2X4
(3) 2X6
4X4 SPF OR BETTER
8X8 SPF OR BETTER
2 MAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @
16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING
AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL
EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR
BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE
DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR
SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER
AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS
AS SPECIFIED IN MANUFACTURER DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER
AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE
PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN
OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX
RISE OF 7 3/4" AND A MINIMUM RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND HANDRAILS AT THE
SAME.
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER MANUFACTURER.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES PLY TO MATCH
PLY OF GIRDER TRUSS.
4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
5. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
6. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
7. #15 ROOFING FELT MINIMUM.
8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
9. FASCIA/SOFFIT TO MATCH SIDING.
ARCHITECTURAL PLANS PROVIDED BY:
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS , THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
B
H
A
PL
O
T
D
A
T
E
:
1/
1
2
/
2
0
2
1
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
BA
S
E
M
E
N
T
W
A
L
L
F
R
A
M
I
N
G
SH
E
E
T
T
I
T
L
E
:
S-302
PLN# 21-05-003
1/12/2021
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
WH
E
E
L
E
R
RE
X
B
U
R
G
I
D
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
p
y
r
i
g
h
t
2
0
2
1
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1H1H1H1H1H1H1H1H1
H1H1H1H1 H1H1H1H1 H1H1H1H1H3H3H3H3
H3H3H3H3 H3H3H3H3
L1L1L1L1
C4C4C4C4
C2C2C2C2
C3C3C3C3 C3C3C3C3 C3C3C3C3 C3C3C3C3 C3C3C3C3
C3C3C3C3 C3C3C3C3SW1SW1SW1SW1
SW1SW1SW1SW1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
H4
H5
H6
PLYPLYPLYPLY
2
2
2
2
3
1
SIZESIZESIZESIZE
2X10 SPF
2X12 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
1-3/4 x 11-7/8 MICROLAM
5-1/8 x 16-1/2 24F-V4
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTESNOTESNOTESNOTES
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C2
C3
C4
MATERIALMATERIALMATERIALMATERIAL
(4) 2X4
(3) 2X6
4X4 SPF OR BETTER
8X8 SPF OR BETTER
LINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULE
IDIDIDID
L1
LINTEL TYPELINTEL TYPELINTEL TYPELINTEL TYPE
(2) #4 BARS TOP & BOTTOM
1 BASEMENT WALL FRAMINGBASEMENT WALL FRAMINGBASEMENT WALL FRAMINGBASEMENT WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @
16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING
AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL
EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR
BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE
DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR
SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER
AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS
AS SPECIFIED IN MANUFACTURER DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER
AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE
PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN
OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX
RISE OF 7 3/4" AND A MINIMUM RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND HANDRAILS AT THE
SAME.
ARCHITECTURAL PLANS PROVIDED BY:
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS , THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
DR
A
W
N
B
Y
:
CH
K
'
D
B
Y
:
B
H
A
PL
O
T
D
A
T
E
:
1/
1
2
/
2
0
2
1
EN
G
I
N
E
E
R
:
R
A
Y
M
C
D
O
U
G
A
L
,
P
E
DE
S
C
R
I
P
T
I
O
N
RE
V
I
S
I
O
N
D
A
T
E
DE
T
A
I
L
S
SH
E
E
T
T
I
T
L
E
:
R-101
PLN# 21-05-003
1/12/2021
10
6
6
N
o
r
t
h
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
ww
w
.
s
o
u
t
h
f
o
r
k
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
20
8
-
8
5
2
-
6
2
3
6
So
u
t
h
F
o
r
k
D
e
s
i
g
n
G
r
o
u
p
,
L
L
C
WH
E
E
L
E
R
RE
X
B
U
R
G
I
D
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
p
y
r
i
g
h
t
2
0
2
1
|
S
o
u
t
h
f
o
r
k
E
n
g
i
n
e
e
r
i
n
g
|
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
.
Be
l
o
w
F
r
o
s
t
6"
M
i
n
1
5
4
3
2
7
6
8
9
10
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - CONCRETE WALL, SEE FDN PLAN
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS, SEE WALL FRAMING PLAN
6 - WALL SHEATHING, SEE WALL FRAMING PLAN
7 - REQ'D PANEL EDGE NAILING
8 - ANCHOR BOLTS, SEE FDN PLAN
9 - SQUARE PLATE WASHERS
10 - SILL SEALER
1
2
3
4
5
6
7
8
9
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - ROOF FINISH PER OWNER/BUILDER.
OVER MIN #15 ROOFING FELT.
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
9 - WATER RESISTANT BARRIER
1111
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
14141414
13131313
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" VERTICALLY FROM STAIR
NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN RUN
5 - 2X CLEAT. PRESSURE TREATED IF FLOOR IS
CONCRETE
6 - DRY WALL
7 - LVL STRINGER
8 - SIMPSON SLOP ABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
13 - MAX 4" GAP
14 - 42" MIN GUARD RAIL
7
8
4
6
531212 4 91110
8
6
OPTION 1OPTION 1OPTION 1OPTION 1 OPTION 2OPTION 2OPTION 2OPTION 2
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
1
2
3
4
5
KEY NOTESKEY NOTESKEY NOTESKEY NOTES (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3)
1 - WINDOW WELL. MIN 36" CLEARANCE FROM
FOUNDATION WALL. 9 SQ. FT. MIN
2 - 44" MAX SILL HEIGHT ABOVE FINISHED FLOOR
3 - PERMANENT LADDER OR STEPS REQUIRED
WHEN DEPTH OF WINDOW WELL IS GREATER
THEN 44 INCHES
4 - EMERGENCY ESCAPE AND RESCUE OPENING
WITH SILL HEIGHT BELOW GRADE.
5 - 4" GRAVEL
1111
2222
3333
4444
5555
6666
6666
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOUNDATION WALL
2 - FOOTINGS BELOW LOCAL FROST DEPTH
3 - OPTIONAL STUD WALL
4 - FINISHED GRADE
5 - BASEMENT SLAB
6 - STEP FOUNDATION TO ACCOMMODATE
GRADE
BE
L
O
W
F
R
O
S
T
1
6
3
7
4
8
5
2
9
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - ALL SPLICES TO HAVE 40 BAR DIA.
OVERLAP
3 - CONCRETE WALL, SEE FDN PLAN
4 - ANCHOR BOLTS, SEE FDN PLAN
5 - SILL SEALER
6 - CONT. SILL PLATE AND ANCHOR BOLTS
7 - REQ'D PANEL EDGE NAILING
8 - SQUARE PLATE WASHERS
9 - STANDARD HOOK, 12 BAR DIA. WET SET
ACCEPTABLE. HOOK HORIZONTAL REBAR
1
5
4
2
3
1
5
4
2
3
8
1
3
3
7
26
KEYNOTES
1 - WALL SHEATHING
2 - HOLDOWN
3 - WOOD STUD WALL
4 - CONCRETE WALL
5 - WOOD ATTACHMENT SEE
HOLDOWN MANUFACTURER
SPECIFICATIONS
6 - EDGE NAILING SEE SHEAR WALL
SCHEDULE
7 - WOOD POST SEE HOLDOWN
MANUFACTURER SPECIFICATIONS
8 - WOOD FLOOR JOIST
Section A Section B
PLAN VIEW
A
B
1
2
3
4
5
6 KEY NOTESKEY NOTESKEY NOTESKEY NOTES
1 - CONCRETE PORCH CAP
2 - REBAR TO EXTEND INTO CAP
3 - FRAME WALL
4 - FLOOR FRAMING
5 - FOUNDATION
6 - MOISTURE BARRIER
1111
2222
1111
7777
44444444
5555
3333
6666
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - SUB FASCIA
2 - SIMPSON LUS HANGERS (TYP)
3 - 2x OUTLOOKERS @ 24" O.C.
4 - MANUFACTURED TRUSSES
5 - GABLE TRUSS
6 - SIMPSON H2.5A (TYP)
7 - STUD WALL
1 101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
2 301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
3 401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
8 108-STEPPED FOUNDATION108-STEPPED FOUNDATION108-STEPPED FOUNDATION108-STEPPED FOUNDATION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
9 109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
12 501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
15 104-PORCH CAP LEDGE104-PORCH CAP LEDGE104-PORCH CAP LEDGE104-PORCH CAP LEDGE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
19 305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
'.'8#6+105
4'#48+'9
4+)*68+'9
/#+0(.114
)4'#6411/
$'&411/
(1;'4
/#56'4$'&411/
/$#6*
5%4''0'&214%*
&+0+0)
$#6*
%18'4'&214%*
/7'#
2#064;
.#70&4;
-+6%*'0
5SWCTG(QQVCIG&GVCKNU
Ä%#4)#4#)'
6'44#%'.'8'.ÄÄ$#5'/'06
4'%411/
$'&411/
$#6*':'4%+5'
$'&411/
$#6*
1((+%'
(170+10
'.'8#6+105
(41068+'9
'ZVGTKQT(KPKUJGU