HomeMy WebLinkAboutREDLINED PLANS - 22-00368 - 916 Pine Brook Lane - ShedAuthor 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 : 916 Pine Brook Lane - Shed
Address : 916 Pine Brook Lane
Application Type :
Document Filename : barn shed 16x28.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
Pg 2 Free text Larry Beesley : Building Open 2 16'
Pg 2 Free text Larry Beesley : Building Open 2 28'
Pg 3 Free text Larry Beesley : Building Open 3 16'
Pg 3 Free text Larry Beesley : Building Open 3 28'
Pg 4 Free text Larry Beesley : Building Open 4 16'
Pg 4 Free text Larry Beesley : Building Open 4 The gussets must be done as indicated below.
Pg 8 Free text Larry Beesley : Building Open 8 Bottom plates must be pressure treated.
Pg 8 Free text Larry Beesley : Building Open 8 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl.
interior bearing walls) R403.1.6.1
Pg 1 Free text Kyle Baldwin : P&Z Open 1 Please submit Site plan showing all property lines, existing and
proposed buildings. Include dimensions from property lines to
proposed building and to existing buildings; Street/sidewalks
locations, north arrow etc.
# 22-00368
Residential Accessory Structure
Report Date: 06.01.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 1
Powered by TCPDF (www.tcpdf.org)
192.00
120.00
9
6
.
0
0
1
7
6
.
0
3
8
0
.
0
3
south side
336.00
38.50
8
2
.
5
0
1
0
.
0
0
96.75
westside
joe rasmussen shedsheeted with 1/2 in osbon roof and the walls willbe a 15/32 t1-11 sheets.mono pour slab with 12x6infootings and 4 in thick slab.walls and roof framed out of 2x4 douglas fir. one man dooron side and 10x8 door on front.inside the storage loft will bebraced with 2x6x.25 rec tubewith 2x6 joists. roof will have metal tin.
Please submit Site plan showing all property lines,
existing and proposed buildings. Include
dimensions from property lines to proposed
building and to existing buildings; Street/sidewalks
locations, north arrow etc.
14.75 14.74
east side
30.50
5
7
.
0
1
north side
16' 28'
AA
3
3
6
.
0
0
193.00
1
6
.
0
0
SECTION A-A
SCALE 1 : 60
16'
28'
B
B
C
C
3
.
5
0
30.50
5
7
.
0
1
6
4
.
9
1
SECTION B-B
SCALE 1 : 60
north wall
2x6x.25 rectube
66
.
0
0
66.00
14
0
.
5
8
°
140.58°
2
4
.
0
0
3.7
0
8.0
0
9
6
.
0
0
1
0
4
.
7
5
7
.
2
5
1
0
.
2
5
120.00 I
SECTION C-C
SCALE 1 : 60
south wall
1/2 in osb gusset on each side with5 nails in each 2x4a total of 20 nails perjoint
6
.
0
0
4
.
0
0
1
0
.
0
0
12.00
0.
5
0
3.00 3.00
3
.
0
0
DETAIL ISCALE 1 : 10
2 number 4 rebarrunning perimiter of slab footing
16'
The gussets must be done as indicated below.
DD
2
4
.
0
0
4
5
.
7
5
3
2
.
5
0
2
7
.
2
5
1
4
.
0
0
3
6
5
.
5
0
SECTION D-D
SCALE 1 : 60
north side
south sidethese are 2 ft spacing
roof truss plan
FF
95.00
2
4
.
0
0
1
0
2
.
5
0
2
3
1
.
5
0
SECTION F-F
SCALE 1 : 50
north side
2x6x.25 rec tube
2x6 woodhanging offsteel in center and sittin on top off outside wall.
G
G
15.25
16.00
96.75
3
.
5
0
5
.
1
3
8
2
.
5
0
38.50
200.75
9
2
.
6
3
6
8
.
6
8
SECTION G-G
SCALE 1 : 50
west wall
north side
H
H
32.50
14.00
233.50
SECTION H-H
SCALE 1 : 50
east wall
north side
Bottom plates must be pressure treated.
1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior
bearing walls) R403.1.6.1