HomeMy WebLinkAboutPLANS - M19-00124 - Zeddies - 953 E Moody Rd - New SFRSITE PLAN
SCALE 1" = 20'-0"
TRACT 1&2 AS PART SEC 9, TWN 6N, RNG 40 E
MADISON COUNTY, IDAHO
CHRISTA ZEDDIE
TRACT 1
DRIVE
RESIDENCE
TRACT 2
NEW RESIDENCE FOR
ALAN DON COOK
TETON, IDAHO 83451
(208)458-4452
(208)201-8632
140 N. 2 W. P.O. BOX 131DESIGNDESIGNDESIGNDESIGNDESIGNAEROTECHAEROTECHAEROTECHAEROTECHAEROTECH
16
9
.
2
7
'
17
1
.
2
7
'
30
.
0
0
'
85.48'
85.36'
30
.
0
0
'
85.00'
85.00'
EAST 2000 NORTH
N
0
0
°
1
0
'
5
9
"
W
N 89°50'20" W
259.00'
2
5
2
.
2
7
'
259.01'
S 89°50'20" E
S
0
0
°
1
0
'
5
7
"
E
N 89°50'20" W
259.00'
2
5
2
.
2
7
'
260.15'
S 89°50'20" E
25
2
.
2
7
'
S 0
0
°
0
9
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3
9
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W
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RIGHT ELEVATION
SCALE 1/4" = 1' - 0"
FRONT ELEVATION
SCALE 1/4" = 1' - 0"
SHEET #6 FLOOR FRAMING/DETAILS
SHEET #5 BONUS ROOM/DETAILS
SHEET #4 MAIN FLOOR PLAN
SHEET #3 FOUNDATION PLAN
SHEET #2 ELEVATIONS
SHEET #7 ROOF FRAMING
812
8 12
LEGEND:
SHEET #1 ELEVATIONS
(2
0
8
)
4
5
8
-
4
4
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(2
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)
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4
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1
7
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1
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812
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.
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N
DE
S
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DE
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DE
S
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N
DE
S
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(2
0
8
)
4
5
8
-
4
4
5
2
15
0
N
.
2
W
.
P
.
O
.
B
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X
1
3
1
TE
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N
,
I
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A
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8
3
4
5
1
AL
A
N
D
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C
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K
(2
0
8
)
2
0
1
-
8
6
3
2
MAD
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C
O
U
N
T
Y
,
I
D
A
H
O
EL
E
V
A
T
I
O
N
S
LEFT ELEVATION
SCALE 1/4" = 1' - 0"
72
CH
R
I
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T
A
Z
E
D
D
I
E
S
--
SH
T OF
6 12
06
/
3
0
/
2
0
1
9
REAR ELEVATION
SCALE 1/4" = 1' - 0"
1/
4
"
=
1
'
-
0
"
AD
C
DJ T
.
ALA
N
C
O
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K
RE
V
I
S
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#
5
8
/
2
6
/
2
0
1
9
RE
V
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#
1
7
/
1
2
/
2
0
1
9
RE
V
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#
4
8
/
1
5
/
2
0
1
9
De
s
i
g
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d
B
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Dr
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B
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Ch
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c
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d
B
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:
Sc
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e
Re
v
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n
s
No
.
Da
t
e
DE
S
I
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N
DE
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DE
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N
DE
S
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DE
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N
AE
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C
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AE
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C
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AE
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C
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C
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AE
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E
C
H
32'-0"
75'-0"
89'-0"
89'-0"
2'-10"
21'-10"
16'-4"15'-0"
54'-0"
11'-0"6'-0"13'-0"9'-0"
12
'
-
6
3
/
4
"
53
'
-
4
"
39
'
-
4
"
17
'
-
0
"
6'-
0
"
14
'
-
0
"
6'-
0
"
16
'
-
0
"
8'-
0
"
1'-0" @ LOCATION
13
'
-
1
1
/
4
"
2'-
0
"
12
'
-
4
"
8'-
0
"
20
'
-
4
"
16'-0"
2'-
0
"
11'-0"16'-0"
2'-10"10'-4"
13'-2"
2'-8"
12
'
-
4
"
37
'
-
4
"
53
'
-
4
"
37
'
-
4
"
16
'
-
0
"
16
'
-
0
"
14'-0"
11'-0"3'-0"
12
'
-
4
"
}" x 10' ANCHOR BOLTS
SCALE 1/4" = 1' - 0"
1038 SQ. FT. GARAGE
2280 SQ. FT. MAIN FLOOR
#4 REBAR W/ 12" EMBED EACH WAY
#4 REBAR @ 20" O.C. HORZ.
CONCRETE SLAB TYP.
#4 REBAR CONT.
GARAGE WALL DETAIL
#4 REBAR @ 16" O.C.
LEGS @ FOOTINGVERTICAL WITH 12"
ALTERNATE LEGS
MAIN FLOOR PLAN
SQUARE WASHER @ ALL BEARING WALLS TYP.
8" FOUNDATION WALL
5B
F-1
F-2
WALL LINE
ALLOW BRICK LEDGE F-2
F-2
F-1
F-1
WALL LINE
ALLOW BRICK LEDGE
CRAWL SPACE
F-1
F-1
F-1
COMPACTED FILL
CRAWL SPACE
SPACED @ 48" O.C. W/ 3 x 3 x |"SQUARE WASHER @ ALL BEARING WALLS TYP.
}" x 10' ANCHOR BOLTS
}" x 10' ANCHOR BOLTS
F-1
F-1
CRAWL SPACE
SPACED @ 48" O.C. W/ 3 x 3 x |"
LONGITUDINAL REINORCING.DEPTH
8"
8"
WIDTH LENGTH
CONT.
CONT.
SIZE
2 #4
2 #4
QNTY
16"
20"
MK #
F-1
F-2
F-3
5C
F-1
B-3 @ DECK
LGTH
CONT.
CONT.
F-1
MA
I
N
F
L
O
O
R
P
L
A
N
73OF
SH
T
CH
R
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A
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D
D
I
E
S
--MAD
I
S
O
N
C
O
U
N
T
Y
,
I
D
A
H
O
TE
T
O
N
,
I
D
A
H
O
8
3
4
5
1
(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
(2
0
8
)
2
0
1
-
8
6
3
2
1
/
4
"
/
1
'
-
0
"
T
Y
P
.
S
L
O
P
E
G
A
R
A
G
E
F
L
O
O
R
F-1
STDH14 HOLDDOWN STRAP
STDH14 HOLDDOWN STRAP
STDH14 HOLDDOWN STRAP
F-1
ALLOW BRICK LEDGEWALL LINE
@ ALL BRICK LOCATIONS
A 6
WALL LINE
BLOCK OUT FORACCESS
GARAGE
F-1
ALA
N
C
O
O
K
DJ T
.
AD
C
06
/
3
0
/
2
0
1
9
1/
4
"
=
1
'
-
0
"
STDH14 HOLDDOWN STRAP
F-1
F-1
RE
V
I
S
I
O
N
#
5
8
/
2
6
/
2
0
1
9
RE
V
I
S
I
O
N
#
1
7
/
1
2
/
2
0
1
9
RE
V
I
S
I
O
N
#
4
8
/
1
5
/
2
0
1
9
FOOTING SCHEDULE
No
.
Ch
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c
k
e
d
B
y
Dr
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n
B
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B
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Sc
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Da
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e
:
Re
v
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s
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o
n
s
Da
t
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DE
S
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N
DE
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N
DE
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N
DE
S
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N
DE
S
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N
AE
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C
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AE
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C
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AE
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AE
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E
C
H
No
.
Da
t
e
:
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
Re
v
i
s
i
o
n
s
Da
t
e
B-1 (2) 2x10 DF
MA
I
N
F
L
O
O
R
P
L
A
N
8d COMMON NAILS @ 3" GRID PATTERN
W/ 2"x 2" x 3/16" PLATE WASHER
NOTE: PFG W/ SIMPSON STHD14 HOLDDOWN
PFG
MIN. (1) \" ANCHOR BOLT
BLOCKING @ SHEATHING JOINT
DBL 2X FRAMING
SIMPSON ST6224 STRAP
8d COMMON NAILS @ 3" O.C. ALL FRAMING STUDS
OPPOSITE SIDE OF SHEATHING
STDH14 HOLDDOWN STRAP
74OF
SH
T
SCALE 1/4" = 1' - 0"2280 SQ. FT. MAIN FLOOR
1038 SQ. FT. GARAGE
B-2
BW
P10x8 OVERHEAD DOOR
PFG
MAIN FLOOR PLAN
B-2
16x8 OVERHEAD DOORBW
P
PFG PFG
MAD
I
S
O
N
C
O
U
N
T
Y
,
I
D
A
H
O
CH
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A
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E
D
D
I
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S
--
TE
T
O
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
AL
A
N
D
O
N
C
O
O
K
(2
0
8
)
2
0
1
-
8
6
3
2
4-
0
x
6
-
8
B-1
R
E
F
BEDROOM #3
B-2
BWP
B-1 B-1
BWP B B
BW
P
POCKETPROVIDE BEAM
NOTE: ALL WINDOW HEADERS (2) DF 2x12 UNLESS NOTED OTHERWISE
J
K
4'-0"x 4'-0"
3'-0"x 4'-0"
1'-0"x 1'-6"
2'-0"x 3'-0"H
F
E
G
FIXED PICTURE
FIXED PICTURE
HORIZ. SLIDING
SNGLE HUNG
VERIFY TUB DECK
NOTE: GRIDS PER OWNER
FASTEN SHEATING TO HEADER
9' CEILING
SHOWER BATH
2-6
x
6
-
8
LIN.
BW
P
10' CEILING
2-8
x
6
-
8
4-
0
x
6
-
8
ASOLID BLOCKING BETWEEN TRUSSES ATTACHED TO
TOP PLATES WITH 8D NAILS @ 6"O.C. @ BRACED WALL LOCATIONS
METHOD DWB 4' MIN WIDTH
BRACED WALL PANELS MIN. 4' WIDTH MAX. 20' O.C.
7/16" SHEATHING 6D COMMON NAILS @ 12" O.C.
WINDOW SCHEDULE
3'-0"x 5'-0"B
A
SNGLE HUNG
HORIZ. SLIDING 4'-0"x 4'-0"
5'-0"x 1'-6"TRANSOM WINDOW
VERIFY TUB DECK
C
B-1
TUB
BWPA
2'-0"x 6'-0"D FIXED PICTURE
3
-
0
x
6
-
8
BW
PPANTRYOFFICE
B5
PROVIDE BEAMPOCKET
B-2
B-1B-1
BB
2-8x6-8 GARAGE
BWP
BW
P
BWP
6A
D
W
3-
0
x
6
-
8
MECH.
BW
P
2-6x6-8
UT
I
L
I
T
Y
/
M
U
D
8' CEILING
3
-
0
x
6
-
8
3-0x6-8
LO
C
K
E
R
S
KITCHEN10' CEILING
CRAWL SPACEACCESS
B-1B-1
2-6x6-8
BWP
B-1
MST BEDROOM
9' CEILING2-8x6-8
2-8
x
6
-
8
2-6x6-8@ RIM BOARD TOP & BOTTOM8d COMMON NAILS @ 3" O.C.
NAIL PLATE @ RIM & JOIST16 d NAILS @ 6" O.C.
OVERLAP SHEATHING @ RIM BOARDMIN 9-1/4"
NOTE: CSPF OVERLAP METHOD
CSPF
W.I.C.
BW
P
BWP
BW
P
MST BATH
BWP
BBCSPFCSPFC
AT SUPPORTED EDGE AND 12" O.C. IN THE FIELD
5. 7-[" MAX. RISE & 10 MIN. RUN @ STAIRS.
4. ALL INTERIOR DOORS ARE 6'-8" TALL
\" (NOM.) OSB APA RATED SHEATHING, UNLESS OTHERWISE NOTED.
CONNECT ALL WALL SHEATHING WITH 8D COMMON NAILS @ 6" O.C.
8d COMMON NAILS @ 3" GRID PATTERN
FASTEN SHEATING TO HEADER
SIMPSON ST6224 STRAP
3. ALL EXTERIOR WALL SHEATHING AND SHEAR WALL SHALL BE
8d COMMON NAILS @ 3" O.C. ALL FRAMING STUDS
BLOCKING @ SHEATHING JOINT
BW
P
BWP
B-1
TO BONUS ROOM
BEDROOM #2C5
B-1B-1B-1
B-1
B-1B-1
2-6
x
6
-
8
DINING
2-8
x
6
-
8
BATH
T
U
B
COVERED DECK
BB BWP
2-8x6-8 BARN DOOR
GREAT
4-0
x
6
-
8
BW
P
1/
4
"
=
1
'
-
0
"
06
/
3
0
/
2
0
1
9
DJ T
.
ALA
N
C
O
O
K
AD
C
(2) PLY GANG STUD
PROVIDE BEAM POCKET
B-3
B-2
B-3
BBBBBWP BWP
5-1/8" x13" 24F V4 GLULAM
(2) 1-3/4"x11-7/8" LVL
RE
V
I
S
I
O
N
#
5
8
/
2
6
/
2
0
1
9
RE
V
I
S
I
O
N
#
1
7
/
1
2
/
2
0
1
9
RE
V
I
S
I
O
N
#
4
8
/
1
5
/
2
0
1
9
HEADERS SHALL BE (2) DF 2x10 UNLESS OTHERWISE NOTED.
1. ALL EXTERIOR WALL AND BEARING WALLS ARE
(GRADE #2) 2x6 STUD SPACING @ 16" O.C.
2. BEARING WALL HEADERS AND EXTERIOR DOOR AND WINDOW NOTEMK #SIZE
37
'
-
0
"
36
'
-
1
"
37
'
-
0
"
11'-0"16'-0"7'-0"14'-0"6'-0"
6'-0"4'-11 5/8"3'-6"5'-6 3/8"3'-6"3'-6"6'-0 3/8"3'-6"6'-5 5/8"
14
'
-
0
"
14
'
-
0
"
8'-
0
"
16
'
-
0
"
54'-0"
7'-10"3'-2"
26
'
-
6
1
/
2
"
89'-0"
53
'
-
0
"
3'-0"
22'-0"
3'-0"16'-0"3'-0"
35'-0"
10'-0"
13'-0"
6'-
1
1
1
/
2
"
13
'
-
6
"
9'-
9
1
/
2
"
9'-
9
1
/
2
"
5'-
1
0
"
7'-
6
"
5'-
9
1
/
2
"
5'-
9
1
/
2
"
3'-0"
12
'
-
1
"
18
'
-
9
1
/
2
"
8'-
3
7
/
8
"
16
'
-
1
0
"
20
'
-
0
"
39
'
-
0
"
16'-4"
6'-6"
6'-
6
"
9'-
6
1
/
2
"
7'-4"
7'-0"
8'-2"
4'-
0
1
/
2
"
17
'
-
0
"
17
'
-
0
"
12'-8 1/2"
11
'
-
0
"
4'-
0
"
15'-1"
6'-
0
"
4'-
0
"
5'-
3
"
3'-10"
5'-
3
"
6'-8"
4'-0"
3'-
2
"
16'-1 1/2"
2'-1"
6'-
6
1
/
2
"
11
'
-
0
"
4'-
8
"
7'-
0
"
5'-
4
"
6'-
4
"
6'-2"
2'-
0
"
4'-
0
"
8'-6 1/2"
4'-6 1/2"
4'-
0
1
/
2
"
5'-9 1/2"
20'-6 1/2"
3'-
8
"
10'-8 1/2"
8'-6 1/2"
6'-11 1/2"
2'-
7
"
16'-0"
7'-5"
75'-0"
89'-0"
15
'
-
0
"
2'-
0
"
2'-
0
"
8'-
0
"
11'-0"
11'-0"
6'-
8
1
/
2
"
3'-
5
5
/
8
"
15'-1"
8'-9"
1'-6" MIN.
4'-0"6'-
0
"
1'-8"
10'-8 1/2"
2'-1"
2'-6"5'-6"5'-6"2'-6"
16'-0"
11
'
-
0
1
/
2
"
11
'
-
0
1
/
2
"
11
'
-
4
"
4'-
0
"
4'-
0
"
5'-1"3'-6"
16
'
-
0
"
16
'
-
0
"
16
'
-
0
"
14'-0"
14'-0"
6'-6"4'-8"
11'-1"
3'-
8
"
4'-
0
"
11'-6 1/2"
5'-4"
6'-
9
"
2'-1"
3'-8"
3'-6"10'-2"10'-4"3'-6"4'-6"
32'-0"
S
S
S
S
S
S
D
W
BEAM SCHEDULE
11
'
-
0
"
2'-
3
"
9'-
3
"
G
R
A
G
E
W
A
L
L
S
11
7
/
8
"
B
O
T
T
O
M
C
O
R
D
8'-
0
"
O
V
E
R
H
E
A
D
D
O
O
R
9'-
0
"
5'-
0
"
M
I
N
.
3'-0"15'-7"
3'-
8
"
3'-8"8'-4 1/4"
5'-
4
"
18'-10 1/2"9'-
7
1
/
2
"
7-1
/
2
"
2"
M
I
N
.
3'-8"
(2
0
8
)
2
0
1
-
8
6
3
2
TE
T
O
N
,
I
D
A
H
O
8
3
4
5
1
(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
4-
0
x
6
-
8
SCALE 1/4" = 1' - 0"
BONUS ROOM SECTION "B"
BLANKET INSULATION R-45
R-30 BATT INSULATION
}" WAFER PLYWOOD
2x4 REDWOOD OR TREATED
EXTERIOR PER OWNER
PLATE ON SEAL SEALER
1/2" WAFERBOARD
SOFFITVENTED METAL
METAL FASCIAPRE-FINISHED
BONUS ROOM PLAN
BB
SCALE 1/4" = 1' - 0"
NOTE: VERIFY BONUS ROOM CLEARANCE PER TRUSS DESIGN
FULL THICKNESS BLOWN
SH
T OF 75
--MAD
I
S
O
N
C
O
U
N
T
Y
,
I
D
A
H
O
CH
R
I
S
T
A
Z
E
D
D
I
E
S
EL
E
V
A
T
I
O
N
S
RIGID FOAM INSUL. & CAULK
FILL JOIST SPACE WITH
CRAWL SPACE TYP.
2" RIGID INSULATION
3/4" T&G WAFERBOARD
ASPHALT SHINGLES
2x6 @ 16" O.C. W/
}" GYPSUM BOARD
\" GYPSUM BOARD
OVER 6 MIL VAPOR BARRIER
R-21 BLOWN BLANKET INSULATION
INSULATION BAFFLES
@MIN. 8'-0" O.C.
9-1/2" TJI @ 16"O.C.
DECK LEDGER CONNECTION "C"
2x12 DECK PERIMETER FRAMING
TO BONUS ROOM
2-4
x
6
-
8
N.T.S.
3-\" LAG SCREW OR BOLT
BONUS ROOM
BEDROOM
2-8
x
6
-
8
BW
P
ALLOW FOR STAIR CLEARANCE
ATTIC GIRDER TRUSS
BATH
AD
C
1/
4
"
=
1
'
-
0
"
DJ T
.
ALA
N
C
O
O
K
06
/
3
0
/
2
0
1
9
STAGGER FASTENERS IN 2 ROWS
RE
V
I
S
I
O
N
#
5
8
/
2
6
/
2
0
1
9
RE
V
I
S
I
O
N
#
1
7
/
1
2
/
2
0
1
9
RE
V
I
S
I
O
N
#
4
8
/
1
5
/
2
0
1
9
2x8 DECK JOISTS @ 16" O.C.
2x8 DECK JOISTS HANGER
2x12 DECK LEDGER
2x6 DECKING OR SIMILAR
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
No
.
Dr
a
w
n
B
y
Da
t
e
:
Sc
a
l
e
De
s
i
g
n
e
d
B
y
Ch
e
c
k
e
d
B
y
Re
v
i
s
i
o
n
s
Da
t
e
(2
0
8
)
2
0
1
-
8
6
3
2
TE
T
O
N
,
I
D
A
H
O
8
3
4
5
1
(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
6 OF
SH
T
7
GARAGE
SECTION "A"
SCALE 1/4" = 1' - 0"
HA
L
L CLOSET
--MAD
I
S
O
N
C
O
U
N
T
Y
,
I
D
A
H
O
CH
R
I
S
T
A
Z
E
D
D
I
E
S
EL
E
V
A
T
I
O
N
S
VERIFY PER SUPPLIER
FLOOR FRAMING
SCALE 1/4" = 1' - 0"
ALLOW BRICK LEDGE
ALLOW BRICK LEDGE
SUPPORT
PORCH CAP
4" LEDGE FOR
BONUS ROOM
WALL LINE STAIR DETAIL
SCALE: NTS
ALLOW BRICK LEDGE
36" TALL RAILING
FLOOR ELEVATION
OR HALF WALL
3/4" PINE RISERS
3-14" LVL STRINGERSFIR STRINGERS
1 1/8" PARTICAL BDTREADS
5/8" GYP BOARD TYPICAL
ALA
N
C
O
O
K
DJ T
.
AD
C
1/
4
"
=
1
'
-
0
"
06
/
3
0
/
2
0
1
9
ANCHOR 1 1/2"~ HANDRAIL TO
WALL STUDS RETURN ENDS TO WALL
RE
V
I
S
I
O
N
#
5
8
/
2
6
/
2
0
1
9
RE
V
I
S
I
O
N
#
1
7
/
1
2
/
2
0
1
9
RE
V
I
S
I
O
N
#
4
8
/
1
5
/
2
0
1
9
11-7/8" BCI 6000
GLUE & NAIL W/ 8d RING SHANK NAILS
3/4" T&G OSB DECKING
@ 3" O.C. SPACING AT EACH EDGE
& 12" O.C. SPACING IN THE FIELD
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
13
'
-
1
1
/
4
"
CRAWL SPACEF-1
F-1
F-2
F-1
F-2
F-2
}" x 10' ANCHOR BOLTSF-1
CRAWL SPACE
F-1
12
'
-
6
3
/
4
"
F-1
SPACED @ 48" O.C. W/ 3 x 3 x |"SQUARE WASHER @ ALL BEARING WALLS TYP.
SQUARE WASHER @ ALL BEARING WALLS TYP.
}" x 10' ANCHOR BOLTS
SPACED @ 48" O.C. W/ 3 x 3 x |"
F-1
CRAWL SPACE
F-1
F-1 12
'
-
4
"
B-3 @ DECK
6C
12
'
-
4
"
BLOCK OUT FORACCESS
12
'
-
4
"
F-1
9'-
0
"
6'-
1
0
"
S
T
A
I
R
C
L
E
A
R
A
N
C
E
15
E
Q
U
A
L
R
I
S
E
R
S
@
7
-
5
/
1
6
"
9'-
3
"
G
R
A
G
E
W
A
L
L
S
3'-
0
"
F
N
D
W
A
L
L
1'-6"
6'8
"
M
I
N
.
34
"
10"
No
.
Sc
a
l
e
Da
t
e
:
Ch
e
c
k
e
d
B
y
Dr
a
w
n
B
y
De
s
i
g
n
e
d
B
y
Re
v
i
s
i
o
n
s
Da
t
e
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
SCALE 1/4" = 1' - 0"
VERIFY PER SUPPLIER
ROOF FRAMING
77
SH
T OF
--EL
E
V
A
T
I
O
N
S
CH
R
I
S
T
A
Z
E
D
D
I
E
S
MAD
I
S
O
N
C
O
U
N
T
Y
,
I
D
A
H
O
GIRDER TRUSS
OVERBUILD
ATTIC TRUSSES
ALLOW FOR STAIR CLEARANCE
ALLOW FOR STAIR CLEARANCE
ATTIC GIRDER TRUSS
(2
0
8
)
4
5
8
-
4
4
5
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
(2
0
8
)
2
0
1
-
8
6
3
2
PRE-ENGINEERED TRUSSES
@ 3" O.C. SPACING AT EACH EDGE5/8" OSB DECKING W/ 16 GAUGE STAPLES
& 12" O.C. SPACING IN THE FIELD
RE
V
I
S
I
O
N
#
5
8
/
2
6
/
2
0
1
9
RE
V
I
S
I
O
N
#
1
7
/
1
2
/
2
0
1
9
RE
V
I
S
I
O
N
#
4
8
/
1
5
/
2
0
1
9
06
/
3
0
/
2
0
1
9
1/
4
"
=
1
'
-
0
"
AD
C
DJ T
.
ALA
N
C
O
O
K
ALLOW FOR STAIR CLEARANCE
GIRDER TRUSS
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
:
Sc
a
l
e
Re
v
i
s
i
o
n
s
No
.
Da
t
e