HomeMy WebLinkAboutREDLINED PLANS - 21-00762 - 646 Hillside Dr - 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 : 646 Hillside Dr - New SFR
Address : 646 Hillside Dr
Application Type :
Document Filename : PLANS - 21-00762.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G1 Free text Larry Beesley : Building Open 1 Street Number
Displayed on House
G1 Free text Larry Beesley : Building Open 1 Roof Ventilation as per R806
A3 Free text Larry Beesley : Building Open 4 SD
A3 Free text Larry Beesley : Building Open 4 SDCO
A3 Free text Larry Beesley : Building Open 4 SDCO
A3 Free text Larry Beesley : Building Open 4 SD
A3 Free text Larry Beesley : Building Open 4 SMOKE DETECTOR REQUIRED
A4 Free text Larry Beesley : Building Open 5 SD
A4 Free text Larry Beesley : Building Open 5 SD
A4 Free text Larry Beesley : Building Open 5 SD
A4 Free text Larry Beesley : Building Open 5 SD CO
A4 Free text Larry Beesley : Building Open 5 SMOKE DETECTOR REQUIRED
A5 Free text Larry Beesley : Building Open 6 SD CO
# 21-00762
New Single Family Residence
The plans have been engineered and builder must follow the engineering.
Report Date: 12.23.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A5 Free text Larry Beesley : Building Open 6 SMOKE DETECTOR REQUIRED
B1 Free text Larry Beesley : Building Open 7 Roof Ventilation as per R806
B1 Free text Larry Beesley : Building Open 7 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
B1 Free text Larry Beesley : Building Open 7 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
B1 Free text Larry Beesley : Building Open 7 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
B2 Free text Larry Beesley : Building Open 8 Retaining walls over 4' high must be engineered
B2 Free text Larry Beesley : Building Open 8 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
D1 Free text Larry Beesley : Building Open 11 risers 7 3/4" max
A1 Callout Kyle Baldwin : P&Z Open 2 In Rural Residential 2 zone, concrete or asphaltic cement shall
not cover more than forty (40%) percent of a front yard... See
section 4.02.100,C
A1 Free text Kyle Baldwin : P&Z Open 2 Please include Street name on Site Plan
Report Date: 12.23.2021
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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AREA CONCULATIONS
BUILDING AREA SQ. FT.
GARAGE 1776.000
BONUS 1000.000
FINISHED BASEMENT 1667.000
MAIN FLOOR 2246.000
BUILDING CODES
GOVERNING BUILDING CODES
ALL WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING
CITY ACCEPTED CODES AND ORDINANCES:
INTERNATIONAL RESIDENTIAL BUILDING CODE (IRC) 2018
NATIONAL ELECTRIC CODE 2011
UNIFORM PLUMBING CODE 2012
CITY OF, REXBURG, ID
TABLE OF CONTENTS
TITLE SHEET
COVER G-1
SITE PLAN A-1
FOUNDATION A-2
FLOOR PLAN A-3
BASEMENT PLAN A-4
BONUS PLAN A-5
ELEVATIONS B-1
ELEVATIONS B-2
TRUSS LAYOUT C-1
TJI LAYOUT C-2
DETAILS D-1
DETAILS D-2
10
"
10
'
-
8
"
TO
T
O
P
O
F
P
L
A
T
E
FINISHED FLOOR
4'
-
0
"
SLOPE 7
12
SLOPE 8
12
10
'
-
0
3
4"
SLOPE 8
12
SLOPE 8
12 HA
R
P
E
R
RE
S
I
D
E
N
C
E
HARPER RESIDENCE
Street Number
Displayed on
House
Roof Ventilation as per RUMS
DW
160ft
South
125ft
North
15
0
f
t
Ea
s
t
15
0
f
t
We
s
t
Sewer
Gas
Power
Water
Driveway
Back
Driveway
13'-93 8"
21'-614"
38
'
-
0
"
7'
-
0
"
5'
-
0
"
50
'
-
6
5
8"
HA
R
P
E
R
RE
S
I
D
E
N
C
E
fn oural oesidential 2
zoneI concrete or
asphaltic cement shall
not cover more than
forty E40B) percent of a
front yard... See section
4.02.N00IC
Please include Street
name on Site Plan
DW
2668
30
6
8
30
6
8
26
6
8
40
6
8
4068
30
6
8
4'
-
0
"
3'
-
5
"
32
'
-
0
"
3'-7"18'-5"2'-0"
3'-912"18'-5"3'-912"
3'-512"7'-0"4'-61 2"
1112"
3'-0"4'-112"4'-4"
3'-0"3'-0"3'-0"3'-0"
3'
-
0
"
4'
-
0
"
3'
-
0
"
4'
-
0
"
9'
-
0
12"
4'
-
0
"
9'
-
0
"
4'
-
0
"
3'-3"15'-6"
1'
-
7
"
3'
-
5
"
4'-10"3'-0"3'-0"
14'-8"
4'
-
0
12"
7'
-
9
12"
3'
-
1
0
"
13'-0"4'-0"
13'-3"4'-0"
3'
-
3
"
13'-114"
6'-6"
9'-0"
8'-11"
4'
-
3
5
8"
10
'
-
1
1
12"
9'-10"
4'
-
0
"
8'-2"
17'-10"
15
'
-
0
"
3'
-
1
1
12"
4'
-
3
3
4"
4'-5"
8'
-
0
"
60
'
-
0
"
15'-0"
11
'
-
0
"
18'-11"15'-0"
22'-0"
8'
-
0
"
28'-0"
12
'
-
0
"
26'-0"
6'
-
0
"
22'-11"
24'-0"
26'-0"
31
'
-
1
1
"
7'
-
0
"
FROV
50
6
8
6"
30
6
8
Po
c
k
e
t
D
r
40
6
8
Po
c
k
e
t
D
r
3680
Power Meter and
Breaker Panel
3'
-
5
"
30
6
8
1'
-
4
12"
2'
-
3
12"
2'
-
0
"
5'
-
1
7
8"
7'
-
0
12"
1
2
4
5
3
9
8
A
A
A
A
A
DC
B
E E
F
G
F
H
G
I
L K
J
HA
R
P
E
R
RE
S
I
D
E
N
C
E
Sa
SaCl
SaCl
Sa
SMlKE aETECTlo oEnrIoEa
22'-0"
7'-73 4"4'-41 4"
60
'
-
0
"
15
'
-
2
7
8"
4'
-
0
"
12
'
-
4
5
8"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
16
'
-
2
14"
7'
-
0
"
11
'
-
1
1
"
13
'
-
0
18"
7'-0"
10
'
-
0
"
8'-2"19'-612"
9'
-
3
12"
3'
-
5
3
4"
11
'
-
6
14"
4'-0"13'-10"
7'-918"2'-27 8"
10'-0"4'-3"
5'-0"
10'-312"12'-81 2"8'-0"
3'
-
8
18"
3068
3068
30
6
8
2868
3068
2668
2
6
6
8
28
6
8
4068
3'-3"
2'-0"4'-0"1'-10"3'-5"4'-0"5'-0"
1'
-
7
"
6068
WH WH FN
DW
4'
-
0
"
3'-0"4'-0"3'-0"
40
6
8
Po
c
k
e
t
D
r
Unfinished Storage Room
Mechanical
Trex Deck
67
N
N
N
O
NPN
QR
HA
R
P
E
R
RE
S
I
D
E
N
C
E
SD
SD
SD
SD CO
SMOKE DETECTOR REQUIRED
26682668
2668 2668
20
'
-
0
"
50'-0"
3'
-
7
"
4'
-
3
"
7'
-
0
3
4"
14'-13 4"20'-4"
Mini Split
M
M
HA
R
P
E
R
RE
S
I
D
E
N
C
E
pD Cl
pMlKE DETECTlR REnUIRED
5'
-
4
"
9'
-
"
T
O
T
O
P
O
F
P
L
A
T
E
8'
-
0
"
T
O
T
O
P
O
F
W
I
N
D
O
W
S
FINISHED FLOOR
10
'
-
0
3
4"
SLOPE 8
12
SLOPE 7
12
AC AC
10
"
10
'
-
8
"
TO
T
O
P
O
F
P
L
A
T
E
FINISHED FLOOR
4'
-
0
"
SLOPE 7
12
SLOPE 8
12
10
'
-
0
3
4"
SLOPE 8
12
SLOPE 8
12
HA
R
P
E
R
RE
S
I
D
E
N
C
E
Roof Ventilation as per R80S
Roof Trusses Edesigned according to R80O.N0.NF PR # Snow and 90 mph winds ELocal ConditionsF
Minimum Frost Depth Ground Surface to Bottom of Footing PS"
Ground Surface to Slope away from
Foundation a minimum of S" within first N0 ft.
4'
-
1
0
"
9'
-
4
"
T
O
T
O
P
O
F
P
L
A
T
E
FINISHED FLOOR
9'
-
0
3
4"
FINISHED FLOOR
1'
-
0
"
SLOPE 8
12
SLOPE 8
12
19
'
-
9
18"
SLOPE 8
12
SLOPE 8
12
HA
R
P
E
R
RE
S
I
D
E
N
C
E
Retaining walls over 4D high must be engineered
Ground Surface to Slope away from Foundation
a minimum of S" within first N0 ft.
1'-8"
10
"
3"
2"
30 YR. ARCHITECTURAL
FIBERGLASS SHINGLES OVER
15# ROOFING FELT OVER
1/2" O.S.B. SHEATHING
2-2X6 PLATES
CONCRETE FNDN. W/ 3 - #4
REBAR HORIZONTAL AND
1 -#4 REBAR VERTICAL @ 24" O.C.
ALTERNATE EVER OTHER BAR
H2.5 HURRICANE TIE @ EA.
TRUSS (TYP.)
12" GYPSUM BOARD
TYPE X 5 8" GYPSUM BOARD
OVER PRE-ENGINEERED
TRUSSES
12" ANCHOR BOLT
4 " Concrete Slab
R-50 INSULATION
GARAGE DOORS
CONCRETE LINTEL. W/ 4 - #5
REBAR HORIZONTAL AND
1 -#4 REBAR VERTICAL @ 24" O.C.
ALTERNATE EVER OTHER BAR
GARAGE DOOR LINTEL
BURMON ICF HANGERS
or EQUIVALANT HANGERS
ITS 11.88 SIMPSON HANGER @ EA.
TRUSS (TYP.)
11 7
8 TJI FLOOR JOISTS
1 2" ANCHOR BOLT
ICF BLOCKS
FLOOR LEDGER
11 7
8" LVL LEDGER
BOARD
STAIR SECTION
DOOR HEADER3
HA
R
P
E
R
RE
S
I
D
E
N
C
E
risers T PLQ" max