HomeMy WebLinkAboutAPPROVED UPDATED PLANS - 22-00461 - 2337 W 860 S - ShedAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : 2337 W 860 S - Shed
Address : 2337 W 860 S
Record Type : Residential Accessory Structure
Document Filename : UPDATED PLANS - 22-00461 - 2337 W 860 S - Shed.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00461
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
S1 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector
A1 Free text Larry Beesley : Building Open 2 Two layers of felt or cover all or the roof with Ice and water
shield.
A1 Free text Larry Beesley : Building Open 2 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
A1 Stamp Larry Beesley : Building Open 2 Prescriptive Insulation
A1 Free text Larry Beesley : Building Open 2 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A1 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector
A3 Free text Larry Beesley : Building Open 3 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"
A3 Free text Larry Beesley : Building Open 3 X
A3 Free text Larry Beesley : Building Open 3 X
A3 Free text Larry Beesley : Building Open 3 Seismic Hold Downs and Braced wall Panels (R602.10)
A3 Line Larry Beesley : Building Open 3
Residential Accessory Structure
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A3 Line Larry Beesley : Building Open 3
A3 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector
A4 Free text Larry Beesley : Building Open 4 X
A4 Free text Larry Beesley : Building Open 4 X
A4 Free text Larry Beesley : Building Open 4 HOLD DOWNS
A4 Line Larry Beesley : Building Open 4
A4 Line Larry Beesley : Building Open 4
A4 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector
A5 Stamp Larry Beesley : Building Open 5 Prescriptive Insulation
A5 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector
S1 Stamp Alan Parkinson : P&Z Open 1 Approved - Planning and Zoning
Approval of plans does not constitute approval of variance from code
Powered by TCPDF (www.tcpdf.org)
Sheet:
Scale:
UNIT TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
6/23/2022
6/30/2022
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.
257
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Drawn By:
Reviewed By:
Structural
Review:
City Review:
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S1Monette Residence: Climate Controlled Shed
2337 W 860 S Rexburg, ID
SITE PLAN
Author
11
0
.
0
0
'
60.00'
60.00'
860 SOUTH STREET
11
0
.
0
0
'
WA
T
E
R
SE
W
E
R
LOT: 14
6,600 sq. ft.
LOT: 15 LOT: 13
SIDEWALK
PARK STRIP
18'-0" WIDE
CONCRETE
DRIVEWAY
CONCRETE
WALK WAY
10'-0"x10'-0"
CONCRETE PAD
HOUSE
GARAGE
9.02
9.00
8.79 9.21
37
.
0
0
37
.
0
0
24
.
8
4
20
.
8
4
20
.
8
4
TRE
E
TRE
E
18.00
BLOCK: 7
12
.
0
0
42.00
WIDTH
52
.
1
7
DE
P
T
H
LOT: 14
6,600 sq. ft.
31'-0"
12
'
-
6
"
5'-0"
5'
-
0
"
10
'
-
0
"
3'
-
0
"
0'
-
8
"
10
"
6" GRAVEL
4" CONCRETE PAD
METAL SEAM ROOF
WRAPED AROUND FASCIA
6X6 PRESSURE
TREADED POST
W/SIMPSON
STRONG-TIE
#APVB66
METAL SEAM ROOF
METAL SEAM ROOF
WRAPPED AROUND
FASCIA
GUTTER WITH DOWNSPOUT
RUNNING INTO A
FRENCH DRAIN SYSTEM
3'
-
0
"
8'
-
0
"
8"
1' - 0"
6X6 PRESSURE
TREADED POST
W/SIMPSON
STRONG-TIE
#APVB66
2" / 12"
66
"
18
"
66
"
18
"
6X6 PRESSURE
TREADED POST
W/SIMPSON
STRONG-TIE
#APVB66
6X6 PRESSURE
TREADED POST
W/SIMPSON
STRONG-TIE
#APVB66
GUTTER W/
DOWNSPOUT
RUNNING INTO
A FRENCH
DRAIN SYSTEM
10
'
-
0
"
8'
-
0
"
36
"
48
"
2 " / 1 2 "
GUTTER W/
DOWNSPOUT
RUNNING INTO
A FRENCH
DRAIN SYSTEM
10
'
-
0
"
Sheet:
Scale:
UNIT TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
6/23/2022
6/30/2022
.
.
.
.
.
257
.
.
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Drawn By:
Reviewed By:
Structural
Review:
City Review:
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.
.3/8" = 1'-0"
A1Monette Residence: Climate Controlled Shed
2337 W 860 S Rexburg, ID
ELEVATIONS
Author
3/8" = 1'-0"1 FRONT
3/8" = 1'-0"2 BACK
3/8" = 1'-0"3 RIGHT
3/8" = 1'-0"4 LEFT
Ground Surface to Slope away from Foundation a
minimum of 6" within first 10 ft.
Minimum Frost Depth
Ground Surface to
Bottom of Footing 36"
Two layers of felt or cover all or the roof with Ice and water shield.
31' - 0"
18' - 0"10' - 0"3' - 0"
18" TYP.
6" TYP.
12
'
-
6
"
12
'
-
6
"
31' - 0"
2 0 ' - 6 9 /3 2 "
NOCH FND. 10"
FOR SLABNO J-BOLTS
3' - 4"11' - 4"3' - 4"10' - 0"3' - 0"
9' - 5"
CS-PF CS-PF
Sheet:
Scale:
UNIT TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
6/23/2022
6/30/2022
.
.
.
.
.
257
.
.
.
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Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.3/4" = 1'-0"
A3Monette Residence: Climate Controlled Shed
2337 W 860 S Rexburg, ID
FOUNDATION PLAN
Author
3/4" = 1'-0"1 FOUNDATION PLAN
X
Seismic Hold Downs and
Braced wall Panels (R602.10)
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"
X
12
'
-
6
"
18' - 0"11' - 3 1/4"
3' - 4"5' - 8"5' - 8"3' - 4"
12
'
-
0
"
11' - 6"
29' - 3 1/4"
6"
6"
3'
-
0
"
10' - 6"
20
5
6
20
5
6
16
4
0
3-2X10 HEADER
6X6 PRESSURE
TREADED POST
W/SIMPSON STRONG-TIE
#APVB66
6X6 PRESSURE
TREADED POST
W/SIMPSON STRONG-TIE
#APVB663-2X10 BEAM
3-2X10 BEAM
31' - 8 3/4"
14
'
-
6
"
Sheet:
Scale:
UNIT TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
6/23/2022
6/30/2022
.
.
.
.
.
257
.
.
.
.
.
.
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.3/4" = 1'-0"
A4Monette Residence: Climate Controlled Shed
2337 W 860 S Rexburg, ID
MAIN FLOOR PLAN
Author
3/4" = 1'-0"1 FIRST FLOOR
X
HOLD DOWNS
X
EXTERNAL TV SUPPLY
+60"
MINI SPLIT
WA
L
L
M
O
U
N
T
2"x10" RAFTER SYSTEM @16"O.C.
3
A5
SIMPSON H2.5T
SIMPSON H2.5T
SEAT CUT
SIMPSON H2.5T HANGER
1 4 ' - 8 1 /2 "
Sheet:
Scale:
UNIT TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
6/23/2022
6/30/2022
.
.
.
.
.
257
.
.
.
.
.
.
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A5Monette Residence: Climate Controlled Shed
2337 W 860 S Rexburg, ID
DETAILS
Author
3/8" = 1'-0"1 ELECTRICAL PLAN
SIMPSON STRONG-TIE MODEL# APVB66
SIMPSON STRONG-TIE MODEL# H2.5T
3/8" = 1'-0"2 ROOF FRAMING
1/2" = 1'-0"3 RAFTER DETAIL
SEAT CUT RAFTER
SIMPSON H2.5T HANGER
INSTALL H2.5T HANGERS
DIAGONALLY ACROSS FROM
EACH OTHER