HomeMy WebLinkAboutAPPROVED PLANS - 22-00080 - 1053 Cypress Loop - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Description : RPRPNBK2070040 - New SFR
Address :
Record Type : New Single Family Residence
Document Filename : PLANS - 22-00080 - RPRPNBK2070040 - New SFR.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00080
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
SITE Free text Larry Beesley : Building Open 1 Cypress loop
Pg 1 Free text Larry Beesley : Building Open 2 Street Number
Displayed on House
Pg 1 Free text Larry Beesley : Building Open 2 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
Pg 1 Free text Larry Beesley : Building Open 2 Roof Ventilation as per R806
Pg 1 Free text Larry Beesley : Building Open 2 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
Pg 1 Free text Larry Beesley : Building Open 2 The House wrap is required on the out side of the house. R
702.1.1
Pg 1 Free text Larry Beesley : Building Open 2 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
Pg 1 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector
Pg 2 Free text Larry Beesley : Building Open 3 Roof Ventilation as per R806
Pg 2 Free text Larry Beesley : Building Open 3 Temp. glass
New Single Family Residence
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Pg 2 Rectangle Larry Beesley : Building Open 3
Pg 2 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector
Pg 3 Free text Larry Beesley : Building Open 4 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"
Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6"
Pg 3 Free text Larry Beesley : Building Open 4 SD CO
Pg 3 Free text Larry Beesley : Building Open 4 SD
Pg 3 Free text Larry Beesley : Building Open 4 X
Pg 3 Free text Larry Beesley : Building Open 4 X
Pg 3 Free text Larry Beesley : Building Open 4 4200 LB HOLD DOWNS
Pg 3 Line Larry Beesley : Building Open 4
Pg 3 Line Larry Beesley : Building Open 4
Pg 3 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector
Pg 4 Free text Larry Beesley : Building Open 5 SD CO
Pg 4 Free text Larry Beesley : Building Open 5 SD CO
Pg 4 Rectangle Larry Beesley : Building Open 5
Pg 4 Free text Larry Beesley : Building Open 5 Attic Access 22"x30" minimum access where attic clear height
exceeds 30" (R807)
Pg 4 Free text Larry Beesley : Building Open 5 Temp. window if less than 5' from the floor
Pg 4 Line Larry Beesley : Building Open 5
Pg 4 Free text Larry Beesley : Building Open 5 Temp. ?
Pg 4 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector
Pg 5 Free text Larry Beesley : Building Open 6 7 3/4"
Pg 5 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector
Pg 6 Free text Larry Beesley : Building Open 7 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
Pg 6 Free text Larry Beesley : Building Open 7 Attic Access 22"x30" minimum access where attic clear height
exceeds 30" (R807)
Pg 6 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector
SITE Callout Kyle Baldwin : P&Z Open 1 Please show sidewalk location in relation to parcel and street
SITE Stamp Kyle Baldwin : P&Z Open 1 Corrections Required
SITE Free text Kyle Baldwin : P&Z Open 1 Please refer to updated Plot Plan submitted 2-10-22 for
approved Site Plan layout.
Approval of plans does not constitute approval of variance from code
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40.17'
25.00'
N127
(208)201-8632
NEW RESIDENCE
REXBURG, IDAHO 83440
ALAN DON COOK
276 HOPE STREET
FRONT ELEVATION
N.T.S.
SCALE 1" = 10'-0"
SITE PLAN
12 7
127 712
WALK
.050 ACRES
MATTHEW CARMACK
NEW RESIDENCE FOR
LOT 4 BLOCK 7 PINE BROOK ESTATES, DIVISION NO. 2
CITY OF REXBURG, IDAHO
DRIVE
DESIGNDESIGNDESIGNDESIGNDESIGNAEROTECHAEROTECHAEROTECHAEROTECHAEROTECH
N 89°46'43" W
143.47'
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S 89°46'43" E
15' UTILITY EASEMENT
143.47'
Cypress loop
Please show sidewalk
location in relation to
parcel and street
Please refer to updated Plot Plan submitted 2-10-22 for approved Site Plan layout.
SCALE 1/4" = 1' - 0"
LEFT ELEVATION
SHEET #2 ELEVATIONS
SHEET #3 FOUNDATION PLAN
SHEET #4 MAIN FLOOR PLAN
SHEET #5 SECTIONS/DETAILS
SHEET #6 FRAMING PLANS
SHEET #1 ELEVATIONS
LEGEND:
SCALE 1/4" = 1' - 0"
FRONT ELEVATION
127 12 7
127 712 127 12 7
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STONE 362 SQ. FT. 60%
AREA 602 SQ. FT.
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Street Number
Displayed on House
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
Roof Ventilation as per R806
Minimum Frost Depth Ground Surface to Bottom of Footing 36"
The House wrap is required on the
out side of the house. R 702.1.1
Ground Surface to Slope away from
Foundation a minimum of 6" within first 10 ft.
124
SCALE 1/4" = 1' - 0"
RIGHT ELEVATION
REAR ELEVATION
7 12
SCALE 1/4" = 1' - 0"
127 712
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THE NET FREE VENTILATION AREA SHALL NOT BE LESS THAN
1/300 AND PROVIDED BY NOT LESS THAN 50% OF THE AREA
VENTING SHALL BE NO MORE THAN 3' OF THE HIGHEST
ALL VENTILATION WILL COMPLY WITH R806 2015 IRC GUIDELINES.
ATTIC VENTILATION NOTES:
WITHIN THE UPPER PORTION OF THE ATTIC SPACE.
RIDGE ELEVATION MEASURED VERTICALLY.
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Roof Ventilation as per R806
Temp. glass
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22'-0"
16
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26
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12'-8"
56'-0"
32'-0"
12'-8"
12
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"
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"
4'-
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"
8'-
0
"
54
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6
"
54
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-
6
"
7'-
1
1
"
10'-9"
11'-3"
32'-10 1/2"
14'-0"
24'-0"
56'-0"
22'-8"
17
'
-
3
"
4'-
0
"
8'-0"
12
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-
4
"
16
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1
1
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3
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15
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-
9
1
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17
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-
3
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40
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11'-0"
2'-
3
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2'-
3
"
2'-
3
"
32'-0"
13'-0"
6'-
8
"
19'-0"
5'-6 1/2"
19'-0"
2'-
1
"
6'-
3
"
10
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-
7
"
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4
"
11'-6 1/2"
11'-6 1/2"
5'-7 1/2"
11
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3
1
/
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11
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0
1
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10
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-
0
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6'-
6
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4'-
4
"
2'-
1
"
6'-
8
1
/
2
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4'-4"
2'-8 1/2"
5'-0"
8'-0"
8'-0"
5'-
8
"
4'-
0
1
/
2
"
5'-6"8'-7 1/2"
2'-4"3'-
0
"
7'-
4
1
/
2
"
4'-
1
"
3'-4"
5'-0"
5'-0"
2'-
1
"
5'-
0
"
7'-
4
1
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16
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-
0
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28
'
-
6
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26
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6
"
10'-0"
2'-
0
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3'-
6
"
2'-
0
"
3'-
8
"
16
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-
1
1
1
/
2
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2'-
5
"
4'-
7
"
3'-
8
"
12'-0"
24'-0"
24'-0"
28"
12
"
19'-4"
9'-4"10'-0"6'-0"
F-2 DEEPENED SLAB FOOTING
6'-0"
05
/
2
8
/
2
0
2
1
1/
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"
=
1
'
-
0
"
GREAT
(2) #4 BARS HORZ.
}" x 10' ANCHOR BOLTS
SPACED @ 48" O.C.
#4 BARS @ 16" O.C. VERTICAL
BASEMENT WALL DETAIL
ALTERNATE HOOKS
#4 BARS CONT.
FINISHED GRADE 8" FOUNDATION WALL
GARAGE WALL DETAIL
ALTERNATE LEGS #4 REBAR CONT.
#4 REBAR @ 16" O.C. VERTICAL WITH 12"LEGS @ FOOTING
}" x 10' ANCHOR BOLTS
10" @ BRICK LOCATIONS
CONCRETE SLAB TYP.
8" FOUNDATION WALL
#4 REBAR @ 20" O.C. HORZ.
#4 REBAR W/ 12" EMBED EACH WAY
F-2
F-1
F-1
A
BEDROOM
SCALE 1/4" = 1' - 0"
1746 SQ. FT.
FOUNDATION PLAN
646 SQ. FT. GARAGE
B-1
F-1
F-1
2-4x6-8
COMPACTED FILL
F-1
F-1F-1
2-8x6-8
2-8x6-8
2-8x6-8
F-2
F-1
A
F-2
BEDROOM
w.i.c.
3-0x6-8
B-1
w.i.c.
3-0x6-8
F-1
A BEDROOM
B-1
F-2
STORAGE
2-4x6-8
BATH
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w.i.c.F-3F-3
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HVAC
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HORIZ. SLIDING
SINGLE HUNG
WINDOW SCHEDULE
SINGLE HUNG
SLIDING DOOR
HORIZ. SLIDING
HORIZ. SLIDING
HORIZ. SLIDING
PICTURE
NOTE: ALL WINDOW HEADERS (2) DF 2x10 UNLESS NOTED OTHERWISE
PICTURE
EACH WAY
(4) # 4 BARS
(3) # 4 BARS T&B
COLUMN BASE
COLUMN BASE
2'-0"x 5'-0"D
FOOTING "P1"
#4 TIES @ 12" O.C.3'-0"x 3'-6"
6'-0"x 6'-8"
5'-0"x 5'-0"
3'-0"x 2'-0"
4'-0"x 4'-0"
G
E
F
H
J
NOTE: GRIDS PER OWNER
10" EACH WAY
3'-0"x 5'-0"
4'-0"x 4'-0"A
B
3'-0"x 6'-0"C
(2) 1-3/4"x9-1/4" LVL
5-1/8" x15" 24F V4 GLULAM
(2) 1-3/4"x11-7/8" LVL
VERIFY COUNTER HEIGHT
B-3
B-4
SIZEMK #
B-1
B-2
(2) 2x10 DF
PROVIDE BEAM POCKET
F-1
20"20"F-3
A
NOTE
(2) PLY GANG STUD
LENGTH
DEEPENED
CONT.
MK #
F-1 16"
WIDTH
SLABF-2 16"
EACH
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4
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LONGITUDINAL REINORCING.
LGTH
CONT.
QNTY SIZE
2 #48"
DEPTH
CONT.2 #48"
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3 6
FOOTING SCHEDULEBEAM SCHEDULE
Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"
Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6"
SD CO
SD
X
X
4200 LB HOLD DOWNS
REF
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B
-
1
1/
4
"
=
1
'
-
0
"
05
/
2
8
/
2
0
2
1
1/
4
"
=
1
'
-
0
"
05
/
2
8
/
2
0
2
1
BATHFASTEN SHEATING TO HEADER
ENDS OF BAR (TYP)
OUTLETS @ BOTH
COVERED PORCH
GREAT
SIMPSON ST6224 STRAP
8d COMMON NAILS @ 3" GRID PATTERN
16 d NAILS @ 6" O.C.
MIN 9-1/4"
8d COMMON NAILS @ 3" O.C.
@ RIM BOARD TOP & BOTTOM
BLOCKING @ SHEATHING JOINT
NAIL PLATE @ RIM & JOIST
OVERLAP SHEATHING @ RIM BOARD
8d COMMON NAILS @ 3" O.C. ALL FRAMING STUDS
7/16" SHEATHING 6D COMMON NAILS
METHOD DWB 4' MIN WIDTH
12" O.C. IN THE FIELD & 3" O.C. @ EACH EDGE
FASTEN SHEATING TO HEADER
SIMPSON ST6224 STRAP
8d COMMON NAILS @ 3" GRID PATTERN
OPPOSITE SIDE OF SHEATHING
BLOCKING @ SHEATHING JOINT
EACH PANEL EDGE
8d COMMON NAILS @ 3" O.C.
NOTES PERTAIN TO ALL PFH PORTALS
NOTE SEPARATION FOR CLARITY ONLY
PFH BRACED WALL PANEL DETAIL
TOP PLATES WITH 8D NAILS @ 6"O.C. @ BRACED WALL LOCATIONS
SOLID BLOCKING BETWEEN TRUSSES ATTACHED TO
BRACED WALL PANELS MIN. 4' WIDTH MAX. 20' O.C.
MIN. (1) 5/8" ANCHOR BOLT
W/ 2"x 2" x 3/16" PLATE WASHER PFH
PANEL SHEATHING
15/32" STRUTURAL
STDH14 HOLDDOWN STRAP
DBL 2X FRAMING
ALL FRAMING STUDS
8d COMMON NAILS @ 3" O.C.
NAILED TO FRAMING
EMBED INTO CONCRETE
CSPF
BWP
NOTE: CSPF OVERLAP METHOD
3-
0
x
6
-
8
2-
8
x
6
-
8
PFH
3" O.C. TYP
FASTEN ALL PLATES TO HEADER
TWO ROWS 16D SINKER NAILS
BOTH SIDES OF OPENING
SIMPSON ST6224 STRAP
OPPOSITE SIDE OF SHEATHING
BEDROOM
B-1
B
BW
P
BWP
E
BW
P
BWP
B-3
B-1 B-1
C
KI
T
C
H
E
N
BEDROOM
BW
P
3-0x6-8
W.I.C.
BATH
BW
P
H
B
-
1
NOTE:
2-
8
x
6
-
8
B-1
2-4x6-8
3-
0
x
6
-
8
BATH
2
-
4
x
6
-
8
BW
P
BWP
E
B
-
1
W.I.C.
DW
B-1
BWP
B-1
2-6x6-8
G
16
x
8
O
V
E
R
H
E
A
D
D
O
O
R
MAIN FLOOR PLAN
646 SQ. FT. GARAGE
1746 SQ. FT.
SCALE 1/4" = 1' - 0"
BW
P
B-1
C
B-1
BWP B
PFH
CSPF
B-
2
B-1
B
MA
T
T
C
A
R
M
A
C
K
CI
T
Y
O
F
R
E
X
B
U
R
G
,
I
D
A
H
O
FO
U
N
A
T
I
O
N
P
L
A
N
AD
D
R
E
S
S
HOOKS
GARAGE
3
-
0
x
6
-
8
3-0x6-8
PFH
DN
BEDROOM
UTILITY
ENDS OF BAR (TYP)
NOTE:
OUTLETS @ BOTH
E
CSPFF
3
-
0
x
6
-
8
DINE
B-
1
BW
P
JB
-
1
2-6x6-8
3-0x6-8
W.I.C.
2-6x6-8
TUB/SHWR
AL
A
N
D
O
N
C
O
O
K
RE
S
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
27
6
H
O
P
E
S
T
R
E
E
T
(
2
0
8
)
2
0
1
-
8
6
3
2
ALA
N
C
O
O
K
AD
C
T.S
.AD
C
ALA
N
C
O
O
K
T.S
.
PROVIDE BEAM POCKET
WINDOW SCHEDULE
NOTE: ALL WINDOW HEADERS (2) DF 2x10 UNLESS NOTED OTHERWISE
2'-0"x 5'-0"D
4'-0"x 4'-0"
3'-0"x 2'-0"
5'-0"x 5'-0"
6'-0"x 6'-8"
3'-0"x 3'-6"
J
H
F
E
G
NOTE: GRIDS PER OWNER
4'-0"x 4'-0"
3'-0"x 5'-0"
3'-0"x 6'-0"
B
A
C
SINGLE HUNG
PICTURE
HORIZ. SLIDING
VERIFY COUNTER HEIGHTHORIZ. SLIDING
HORIZ. SLIDING
SLIDING DOOR
SINGLE HUNG
HORIZ. SLIDING
PICTURE
(2) 1-3/4"x9-1/4" LVL
5-1/8" x15" 24F V4 GLULAMB-3
B-4
B-3
(2) 2x10 DF
(2) 1-3/4"x11-7/8" LVL
MK #
B-1
B-2
SIZE NOTE
(2) PLY GANG STUD
2. BEARING WALL HEADERS AND EXTERIOR DOOR AND WINDOW
CONNECT ALL WALL SHEATHING WITH 8D COMMON NAILS @ 6" O.C.
\" (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.
BW
P
CSPF BWP
B-1
D
B-3
CSP
F
BWP
B
D
B-1
5. 7-[" MAX. RISE & 10 MIN. RUN @ STAIRS.
4. ALL INTERIOR DOORS ARE 6'-8" TALL
AT SUPPORTED EDGE AND 12" O.C. IN THE FIELD
FRAMING NOTES:
(GRADE #2) 2x6 STUD SPACING @ 16" O.C.
1. ALL EXTERIOR WALL AND BEARING WALLS ARE
RE
V
I
S
I
O
N
#
5
E
L
E
V
A
T
I
O
N
C
O
R
R
E
C
T
I
O
N
S
RE
V
I
S
I
O
N
#
4
B
A
S
E
M
E
N
T
C
H
A
N
G
E
S
RE
V
I
S
I
O
N
#
3
1
7
4
6
S
Q
F
T
.
4'-
4
1
/
2
"
17
'
-
1
"
26
'
-
0
"
26
'
-
0
"
16
'
-
7
1
/
2
"
4'-8"11'-5"3'-3"
32'-0"
12'-8"
12
'
-
0
"
8'-
0
"
4'-
0
"
4'-
0
"
4'-
0
"
54
'
-
0
"
52
'
-
0
"
9'-
1
1
/
2
"
54
'
-
0
"
56'-0"
19'-4"
4'-
0
"
19'-2"
19'-0"
6'-4"
2'-
0
"
2'-
0
"
2'-
0
"
2'-
0
"
32'-0"
56'-0"
1'-6" MIN.
11
'
-
6
"
13
'
-
4
"
4'-
1
"
16
'
-
8
1
/
2
"
9'-
1
1
1
/
2
"
40
'
-
0
"
40
'
-
0
"
6'-4"3'-2"6'-6"
13'-0"
6'-6"
12'-1"
6'-
2
1
/
2
"
9'-
0
"
13
'
-
1
"
11
'
-
6
"
10
'
-
1
1
1
/
2
"
12'-1"
1'-7"6'-7"
8'-5 1/2"
5'-
5
"
5'-
0
"
3'-4"
6'-0"
9'-
6
"
5'-9 1/2"
5'-
3
"
16
'
-
0
"
26
'
-
0
"
28
'
-
0
"
3'-
0
"
2'-
0
"
2'-
0
"
14'-0"
7'-0"7'-0"5'-0"3'-2"
24'-0"
10'-0"
5'-0"
11
'
-
0
"
4'-
6
1
/
2
"
2'-
5
"
4'-
7
"
8'-
2
"
5'-
8
1
/
2
"
3'-
8
"
13'-9 1/2"
13'-3"
5'-0"
D
W
3'-8"
7'-
0
1
/
2
"
4'-0"
4'-0"
3'-
8
"
9'-0"
9'-0"
6'-0"
2'-8 1/2"
19'-4"
9'-9"
24'-0"
2'-6"
9'-0"
11'-9"
Dr
a
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B
y
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c
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B
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e
d
B
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a
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Ch
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c
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d
B
y
Da
t
e
:
No
.
Re
v
i
s
i
o
n
s
Da
t
e
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES
5'-8"5'-8"5'-8"
S
S
S
SH
T
4 6OF
BEAM SCHEDULE
SD CO
SD CO
Attic Access 22"x30" minimum access
where attic clear height exceeds 30"
(R807) Temp. window if less
than 5' from the floor
Temp. ?
KITCHEN/DINEBEDROOM
SCALE 1/2" = 1' - 0"
SECTION "A"
BEDROOM
HV
A
C
CL
O
T
H
I
N
G
SE
A
S
O
N
A
L
LI
N
.
GREAT
GREAT
MA
T
T
C
A
R
M
A
C
K
AD
D
R
E
S
S
CI
T
Y
,
I
D
A
H
O
SE
C
T
I
O
N
S
/
D
E
T
I
A
L
S
WALL STUDS RETURN ENDS TO WALL
ANCHOR 1 1/2"~ HANDRAIL TO
5/8" GYP BOARD TYPICAL
STAIR DETAIL
NOTE: SECTION (TYP)
"B" WALL SECTION
SCALE 1/4" = 1' - 0"
CONC. FOOTING
SEE PLAN FOR SIZE
7/16" WAFER PLYWOOD
1/2" WAFERBOARD
EXTERIOR PER OWNER
2x4 REDWOOD OR TREATED
R-30 BATT INSULATION
PLATE ON SEAL SEALER
OVER 6 MIL VAPOR BARRIER
}" GYPSUM BOARD
\" GYPSUM BOARD
2x6 @ 16" O.C. W/
FILL JOIST SPACE WITH
RIGID FOAM INSUL. & CAULK
3/4" T&G WAFERBOARD
W/ R-11 BATT INSULATION
FLAME RETARDANT
2x4 @16" O.C.
4" CONC. SLAB OVER
MIN. 4" WASHED GRAVEL
VAPOR BARRIER
BLOWN BLANKET INSULATION PER RESCHECK
11 7/8" TJI @ 16"O.C.
PER RESCHECK
BLANKET INSULATION
PRE-FINISHEDMETAL FASCIA
SOFFITVENTED METAL
ASPHALT SHINGLES
SECTION "C"
SCALE 1/2" = 1' - 0"
BEAM POCKET
REAR COVER DESIGN
5 1/8" X 15"
SIMPSON BC8
P-1
8x8 SPF #1
TYP.
SIMPSON ABU88
24F V4 GLULAM
P-1
3 PLY GANG STUD
FIR STRINGERS
TREADS
3/4" PINE RISERS
3-14" LVL STRINGERS
1 1/8" PARTICAL BD
T.S
.
05
/
2
8
/
2
0
2
1
ALA
N
C
O
O
K
1/
4
"
=
1
'
-
0
"
AD
C
(
2
0
8
)
2
0
1
-
8
6
3
2
27
6
H
O
P
E
S
T
R
E
E
T
RE
S
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
AL
A
N
D
O
N
C
O
O
K
RE
V
I
S
I
O
N
#
5
E
L
E
V
A
T
I
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N
C
O
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R
E
C
T
I
O
N
S
RE
V
I
S
I
O
N
#
4
B
A
S
E
M
E
N
T
C
H
A
N
G
E
S
RE
V
I
S
I
O
N
#
3
1
7
4
6
S
Q
F
T
.
BASEMNT FLR
SCALE: NTS
6'-
1
0
"
C
L
E
A
R
6'-
8
"
M
I
N
10"
34
"
36" TALL RAILING
OR HALF WALL
4"
9'-
0
"
9'-
1
1
/
2
"
5
SH
T
6OF
A
E
R
O
T
E
C
H
A
E
R
O
T
E
C
H
A
E
R
O
T
E
C
H
A
E
R
O
T
E
C
H
A
E
R
O
T
E
C
H
D
E
S
I
G
N
D
E
S
I
G
N
D
E
S
I
G
N
D
E
S
I
G
N
D
E
S
I
G
N
Ch
e
c
k
e
d
B
y
Da
t
e
:
Ch
e
c
k
e
d
B
y
De
s
i
g
n
e
d
B
y
Dr
a
w
n
B
y
Sc
a
l
e
No
.
Re
v
i
s
i
o
n
s
Da
t
e
7 3/4"
S
S
S
S
W
D
S
REF
DW
S
ROOF FRAMING
FLOOR FRAMING
SCALE 1/2" = 1' - 0"
VERIFY PER SUPPLIER
VERIFY PER SUPPLIER
SCALE 1/2" = 1' - 0"
GIRDER TRUSS
@ 3" O.C. SPACING AT EACH EDGE
& 12" O.C. SPACING IN THE FIELD
GLUE & NAIL W/ 8d RING SHANK NAILS
3/4" T&G OSB DECKING
11-7/8" BCI 6000
MA
T
T
C
A
R
M
A
C
K
AD
D
R
E
S
S
CI
T
Y
,
I
D
A
H
O
FR
A
M
I
N
G
P
L
A
N
S
T.S
.
05
/
2
8
/
2
0
2
1
1/
4
"
=
1
'
-
0
"
AD
C
ALA
N
C
O
O
K
(
2
0
8
)
2
0
1
-
8
6
3
2
27
6
H
O
P
E
S
T
R
E
E
T
RE
S
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
AL
A
N
D
O
N
C
O
O
K
& 12" O.C. SPACING IN THE FIELD
5/8" OSB DECKING W/ 16 GAUGE STAPLES@ 3" O.C. SPACING AT EACH EDGE
PRE-ENGINEERED TRUSSES
RE
V
I
S
I
O
N
#
5
E
L
E
V
A
T
I
O
N
C
O
R
R
E
C
T
I
O
N
S
RE
V
I
S
I
O
N
#
4
B
A
S
E
M
E
N
T
C
H
A
N
G
E
S
RE
V
I
S
I
O
N
#
3
1
7
4
6
S
Q
F
T
.
OF 66
SH
T
Ch
e
c
k
e
d
B
y
Sc
a
l
e
Dr
a
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n
B
y
De
s
i
g
n
e
d
B
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Ch
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c
k
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d
B
y
Da
t
e
:
No
.
Re
v
i
s
i
o
n
s
Da
t
e
A
E
R
O
T
E
C
H
A
E
R
O
T
E
C
H
A
E
R
O
T
E
C
H
A
E
R
O
T
E
C
H
A
E
R
O
T
E
C
H
D
E
S
I
G
N
D
E
S
I
G
N
D
E
S
I
G
N
D
E
S
I
G
N
D
E
S
I
G
N
Roof Trusses (designed according to
R802.10.1) 35 # Snow and 90 mph
winds (Local Conditions)
Attic Access 22"x30"
minimum access where attic
clear height exceeds 30"
(R807)