HomeMy WebLinkAboutPLANS - M20-00004 - Benson - 4340 W 1000 N - Addition(2
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4
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3
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SCALE 1/4" = 1' - 0"
RIGHT ELEVATION EL
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SCALE 1/4" = 1' - 0"
FRONT ELEVATION
1/
4
"
=
1
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-
0
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01
/
1
3
/
2
0
2
0
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.
AD
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1 OF 6
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No
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Re
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n
s
Da
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e
12
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-
1
1
/
8
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W
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N
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0
"
M
A
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N
F
L
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R
8'-
0
"
U
P
P
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R
F
L
O
O
R
SCALE 1/4" = 1' - 0"
LEFT ELEVATION
512
NOTE: 1'-0" STEP FOUNDATION
SITE VERIFY GRADE
12 5
SCALE 1/4" = 1' - 0"
REAR ELEVATION
AL
A
N
D
O
N
C
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N
,
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8
3
4
5
1
(2
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4
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4
4
5
2
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6
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2
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.
2
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a
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i
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n
e
d
B
y
No
.
Re
v
i
s
i
o
n
s
Da
t
e
38'-0"
13'-11"
8'-
4
"
31
'
-
0
1
/
2
"
61
'
-
6
"
14
'
-
3
1
/
4
"
6'-
1
1
/
4
"
10'-4"
15'-0"
2'-4"2'-4"7'-
0
"
2'-
4
"
30
'
-
5
1
/
2
"
30
'
-
5
1
/
2
"
10
'
-
1
0
1
/
4
"
14
'
-
9
1
/
2
"
13'-11 1/2"
4'-
1
3
/
4
"
14
'
-
4
"
14
'
-
4
"
8'-9 1/2"
30
'
-
0
"
AE
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C
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N
@ LOCATION (TYP)
DOWEL INTO EXISTING CONCRETE
@ LOCATION (TYP)
DOWEL INTO EXISTING CONCRETE
STDH14 HOLDDOWN STRAP
F-1
GARAGE ADDITION
STDH14 HOLDDOWN STRAP
F-1
F-1
F-1
HVAC
F-1
466 SQ. FT. GARAGE
FOUNDATION PLAN
SCALE 1/4" = 1' - 0"1140 SQ. FT.
EXISTING GARAGE
EXISTING RESIDENCE
DOWEL INTO EXISTING CONCRETE
CRAWL SPACE
F-1
@ LOCATION (TYP)
F-1
CRAWL SPACE
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0
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U
N
A
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N
CONCRETE WALL DETAIL
}" x 10' ANCHOR BOLTS
#4 REBAR @ 16" O.C. VERTICAL WITH 12"LEGS @ FOOTING
ALTERNATE LEGS
TE
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,
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3
4
5
1
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0
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.
2
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.
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1
3
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AL
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(2
0
8
)
2
0
1
-
8
6
3
2
(2
0
8
)
4
5
8
-
4
4
5
2
@ GARAGE LOCATION
10" @ BRICK LOCATIONS
8" FOUNDATION WALL
CONCRETE SLAB TYP.
#4 REBAR CONT.
#4 REBAR @ 20" O.C. HORZ.
#4 REBAR W/ 12" EMBED EACH WAY
AD
C
Q.B
.
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N
C
O
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K
01
/
1
3
/
2
0
2
0
1/
4
"
=
1
'
-
0
"
-
F-3
MK #
F-2
F-1
-
-
16"
WIDTH LGTH
CONT.
LONGITUDINAL REINORCING.
-
-
-
-
QNTY
-
2
SIZE
-
#4
LENGTH
CONT.
--
8"
DEPTH
De
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g
n
e
d
B
y
Ch
e
c
k
e
d
B
y
Dr
a
w
n
B
y
Sc
a
l
e
Da
t
e
:
Re
v
i
s
i
o
n
s
No
.
Da
t
e
OF
SH
T
3 6
FOOTING SCHEDULE
4'-6"4'-6"
38'-0"
29'-0"
31
'
-
0
1
/
2
"
8'-
0
"
68
'
-
6
"
61
'
-
6
"
10'-0"
15'-0"
7'-
0
"
7'-
0
"
6'-
0
"
2'-6"
6'-
3
1
/
4
"
8'-
3
1
/
4
"
2'-6"
9'-
2
1
/
2
"
30
'
-
5
1
/
2
"
6'-
9
"
2'-
6
"
4'-
6
"
10
'
-
0
"
17
'
-
6
"
7'-
2
1
/
2
"
30
'
-
0
"
7'-
9
1
/
2
"
6'-
6
"
4'-
0
"
2'-
6
"
2'-
6
"
6'-
0
"
6'-
0
"
1'-6" MIN.
Ch
e
c
k
e
d
B
y
De
s
i
g
n
e
d
B
y
Dr
a
w
n
B
y
Da
t
e
:
Sc
a
l
e
Re
v
i
s
i
o
n
s
No
.
Da
t
e
AE
R
O
T
E
C
H
AE
R
O
T
E
C
H
AE
R
O
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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
GREAT ROOM
GARAGE ADDITION
BW
P
PFG
BW
P
A
3-0x6-8
PFG
EXISTING GARAGE
A
3-0x6-8
BW
P
A
A
4-0x6-8
NEW WALL
HVAC2-4
x
6
-
8
EXISTING WALL
HVAC ACCESSEXISITNG WALL
UP
BWP
GREAT ROOM
EXISTING RESIDENCE
466 SQ. FT. GARAGE
1140 SQ. FT.
MAIN FLOOR PLAN
SCALE 1/4" = 1' - 0"
B-4
NOTE: GRIDS PER OWNER
NOTE: ALL WINDOW HEADERS (2) DF 2x10 UNLESS NOTED OTHERWISE
CSP
F
EXISITNG WALL48" OPENING
C
DN
BW
P
CSP
F
CSPFA
B
B
B
A
F
E
D
G
C
WINDOW SCHEDULE
VERIFY TUB COUNTER HEIGHT
(2) 1-3/4"x9-1/4" LVL
SINGLE HUNG
HORIZ. SLIDING
3'-0"x 5'-0"
4'-0"x 5'-0"
-
-
HORIZ. SLIDING
-
-
3'-0"x 3'-6"
4'-0"x 4'-0"
6'-0"x 6'-8" SLIDING GLASS DOOR
--
BWP
TOP PLATES WITH 8D NAILS @ 6"O.C. @ BRACED WALL LOCATIONS
BRACED WALL PANELS MIN. 4' WIDTH MAX. 20' O.C.
SOLID BLOCKING BETWEEN TRUSSES ATTACHED TO
8d COMMON NAILS @ 3" O.C. ALL FRAMING STUDS
8d COMMON NAILS @ 3" GRID PATTERN
NOTE: PFG W/
PFG
BLOCKING @ SHEATHING JOINT
DBL 2X FRAMING
STDH14 HOLDDOWN STRAP
MIN. (1) 1/2" ANCHOR BOLT
W/ 2"x 2" x 3/16" PLATE WASHER
SIMPSON STHD14 HOLDDOWN
METHOD DWB 4' MIN WIDTH
7/16" SHEATHING 6D COMMON NAILS
12" O.C. IN THE FIELD & 3" O.C. @ EACH EDGE
OPPOSITE SIDE OF SHEATHING
SIMPSON ST6224 STRAP
FASTEN SHEATING TO HEADER
MA
I
N
F
L
O
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P
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A
N
BR
O
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Y
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D
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S
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A
T
E
S
SU
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A
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C
I
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Y
,
I
D
A
H
O
@ 3" O.C. ALL FRAMING STUDS
8d COMMON NAILS @ 3" O.C.
BLOCKING @ SHEATHING JOINT
OVERLAP SHEATHING @ RIM BOARD
FASTEN SHEATING TO HEADER
8d COMMON NAILS @ 3" GRID PATTERN
@ RIM BOARD TOP & BOTTOM
NOTE: CSPF OVERLAP METHOD
CSPF
MIN 9-1/4"
16 d NAILS @ 6" O.C.NAIL PLATE @ RIM & JOIST
5. 7-[" MAX. RISE & 10 MIN. RUN @ STAIRS.
8d COMMON NAILS
SIMPSON ST6224 STRAP
AL
A
N
D
O
N
C
O
O
K
TE
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N
,
I
D
A
H
O
8
3
4
5
1
(2
0
8
)
4
5
8
-
4
4
5
2
15
0
N
.
2
W
.
P
.
O
.
B
O
X
1
3
1
(2
0
8
)
2
0
1
-
8
6
3
2
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C
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O
K
AD
C
1/
4
"
=
1
'
-
0
"
Q.B
.
01
/
1
3
/
2
0
2
0
B-3
MK #
B-2
B-1
PROVIDE BEAM POCKET
NOTE
(2) PLY GANG STUD
(2) 2x10 DF
(2) 1-3/4"x11-7/8" LVL
SIZE
5-1/8" x15" 24F V4 GLULAM
CONNECT ALL WALL SHEATHING WITH 8D COMMON NAILS @ 6" O.C.
4. ALL INTERIOR DOORS ARE 6'-8" TALL
AT SUPPORTED EDGE AND 12" O.C. IN THE FIELD
2. BEARING WALL HEADERS AND EXTERIOR DOOR AND WINDOW
\" (NOM.) OSB APA RATED SHEATHING, UNLESS OTHERWISE NOTED.
3. ALL EXTERIOR WALL SHEATHING AND SHEAR WALL SHALL BE
HEADERS SHALL BE (2) DF 2x10 UNLESS OTHERWISE NOTED.
(GRADE #2) 2x6 STUD SPACING @ 16" O.C.
1. ALL EXTERIOR WALL AND BEARING WALLS ARE
FRAMING NOTES:
SH
T
4 6OF
BEAM SCHEDULE
VERIFY PER SUPPLIER
FLOOR FRAMING
SCALE 1/4" = 1' - 0"
PRE-ENGINEERED TRUSSES
& 12" O.C. SPACING IN THE FIELD@ 3" O.C. SPACING AT EACH EDGE5/8" OSB DECKING W/ 16 GAUGE STAPLES
43
4
0
W
E
S
T
1
0
0
0
N
O
R
T
H
MA
D
I
S
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N
C
O
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N
T
Y
,
I
D
A
H
O
QU
I
N
B
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N
S
O
N
A
D
D
I
T
I
O
N
F
R
A
M
I
N
G
P
L
A
N
S
GLUE & NAIL W/ 8d RING SHANK NAILS
3/4" T&G OSB DECKING
& 12" O.C. SPACING IN THE FIELD
@ 3" O.C. SPACING AT EACH EDGE
9-1/2" BCI 6000
GIRDER TRUSS
@ 3" O.C. SPACING AT EACH EDGE& 12" O.C. SPACING IN THE FIELD
VERIFY PER SUPPLIER
GIRDER TRUSS
5/8" OSB DECKING W/ 16 GAUGE STAPLES
PRE-ENGINEERED TRUSSES
(2
0
8
)
4
5
8
-
4
4
5
2
(2
0
8
)
2
0
1
-
8
6
3
2
15
0
N
.
2
W
.
P
.
O
.
B
O
X
1
3
1
TE
T
O
N
,
I
D
A
H
O
8
3
4
5
1
AL
A
N
D
O
N
C
O
O
K
1/
4
"
=
1
'
-
0
"
01
/
1
3
/
2
0
2
0
ALA
N
C
O
O
K
Q.B
.
AD
C
F-1
F-1
HVAC
F-1
A
EXISTING GARAGE
ATTIC
ATTIC
GARAGE ADDITION
F-1
CRAWL SPACE
F-1
3-0x6-8
A
3-0x6-8
A
A
GREAT ROOM
ATTIC
BONUS ROOM
4-0x6-8
2-4
x
6
-
8
HVAC UP
DN
B
A
ATTIC
B
5 OF 6
SH
T
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
G
N
DE
S
I
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N
DE
S
I
G
N
AE
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E
C
H
AE
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c
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d
B
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De
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d
B
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Da
t
e
:
Sc
a
l
e
Dr
a
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B
y
Re
v
i
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i
o
n
s
No
.
Da
t
e
}" GYPSUM BOARD
\" GYPSUM BOARD
FILL JOIST SPACE WITH
RIGID FOAM INSUL. & CAULK
2x6 @ 16" O.C. W/
NOTE: TYP. VERIFY PER OWNER
R-21 BLOWN BLANKET INSULATION
OVER 6 MIL VAPOR BARRIER
"B"WALL SECTION (TYP.)
R-30 BATT INSULATION
SCALE 1/4" = 1' - 0"
BLANKET INSULATION R-40
}" WAFER PLYWOOD
FASCIA PER OWNER
EXTERIOR PER OWNER
PLATE ON SEAL SEALER
1/2" WAFERBOARD
2x6 REDWOOD OR TREATED
VENTED SOFFIT
CONC. FOOTING
SEE PLAN FOR SIZE
PER OWNER
5/8" GYP BOARD TYPICAL
FIR STRINGERS
TREADS
3/4" PINE RISERS
3-14" LVL STRINGERS
1 1/8" PARTICAL BD
STAIR DETAIL
SCALE: NTS
36" TALL RAILING
OR HALF WALL
BASEMNT FLR
6'-
8
"
M
I
N
SECTION "A"
SCALE 1/4" = 1' - 0"
BATH
ATTIC
E
BONUS ROOM
ANCHOR 1 1/2"~ HANDRAIL TO
WALL STUDS RETURN ENDS TO WALL
SCALE 1/4" = 1' - 0"684 SQ. FT.
BEDROOM
HALL
NEW WALL
DN
ATTIC
EXISTING WALL
ATTIC
BENCH
BEDROOM
D
4-
0
x
6
-
8
2-4x6-8
2-
8
x
6
-
8
2-8x6-8
ATTIC
4-0x6-8
D
QU
I
N
B
E
N
S
O
N
A
D
D
I
T
I
O
N
43
4
0
W
E
S
T
1
0
0
0
N
O
R
T
H
MA
D
I
S
O
N
C
O
U
N
T
Y
,
I
D
A
H
O
BO
N
U
S
R
O
O
M
/
S
E
C
T
I
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N
TE
T
O
N
,
I
D
A
H
O
8
3
4
5
1
(2
0
8
)
2
0
1
-
8
6
3
2
(2
0
8
)
4
5
8
-
4
4
5
2
AL
A
N
D
O
N
C
O
O
K
15
0
N
.
2
W
.
P
.
O
.
B
O
X
1
3
1
Q.B
.
ALA
N
C
O
O
K
1/
4
"
=
1
'
-
0
"
AD
C
01
/
0
5
/
2
0
2
0
4"
10"
34
"
6'-
1
0
"
C
L
E
A
R
2'-
8
"
M
I
N
.
11'-0 1/2"
11'-0 1/2"
10'-9"
38'-0"
38'-0"
8'-
2
"
4'-0"8'-
2
"
10
'
-
8
"
9'-
0
"
4'-
6
"
30
'
-
5
1
/
2
"
10'-9"
10
'
-
1
1
1
/
2
"
10
'
-
1
1
1
/
2
"
10'-8 1/2"
4'-
0
"
2'-
1
0
1
/
2
"
4'-0"
11'-0 1/2"
11'-0 1/2"
4'-
6
"
10
'
-
6
"
10
'
-
6
"
15'-11"
7'-11 1/2"
12'-7 1/2"
6'-5"
7'-11 1/2"
2'-1"
4'-
0
"
7'-
7
1
/
2
"
2'-
1
"
11
'
-
1
1
"
9'-
0
"
4'-
6
"
30
'
-
0
"
10
'
-
6
"
10
'
-
6
"
15' PER TRUSS DESIGN
8'-
0
"
4'-
6
"
10
'
-
6
"
10
'
-
6
"
16
E
Q
U
A
L
R
I
S
E
R
S
@
7
3
/
8
"
9'-
0
"
2'-
8
"
M
I
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
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
S
S
6OF6
SH
T
Sc
a
l
e
De
s
i
g
n
e
d
B
y
Ch
e
c
k
e
d
B
y
Dr
a
w
n
B
y
Da
t
e
:
No
.
Re
v
i
s
i
o
n
s
Da
t
e