HomeMy WebLinkAboutREDLINED PLANS - 22-00173 - Campus Courtyard - RemodelAuthor Name Author Email Author Phone No.:
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Campus Courtyard - Remodel
Address : 273 S 5th W
Application Type :
Document Filename : CAMPUS COURTYARD FOR CITY.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
A-101 Free text Cody Jones : Building Open 1 VB?
A-101 Free text Cody Jones : Building Open 1 Occupant load sign to be posted as per section 1004.9.
Exit lighting and exit signs will need to comply with sections
1008 and 1013.
A-101 Free text Cody Jones : Building Open 1 occupant load?
A-101 Free text Cody Jones : Building Open 1 Rated wall consists of 1" x 24" shaft liner installed in runners.
Will need four foot over burn at roof sheeting on each side of
shaft wall.
A-101 Comment Cody Jones : Building Open 1 Fire walls meet the requirements of IBC Section 706
A-101 Free text Cody Jones : Building Open 1 As per section 706, roof needs to have a fire classification of B.
A-101 Free text Cody Jones : Building Open 1 Concealed spaces need to be fire blocked and draft stopped as
per section 718.
A-201 Free text Cody Jones : Building Open 2 Glass and glazing to meet requirements of Chapter 24.
A-201 Free text Cody Jones : Building Open 2 Recreational facilities need to comply section 1110.
A-201 Free text Cody Jones : Building Open 2 Drinking fountain? As per section 1109.5, not fewer then two
drinking fountains shall be provided.
# 22-00173
Commercial - Remodel
Report Date: 03.29.2022
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
A-201 Free text Cody Jones : Building Open 2 Panic hardware to be installed.
A-201 Free text Cody Jones : Building Open 2 Exterior door.
A-201 Free text Cody Jones : Building Open 2 Additional plumbing fixtures needed for occupant load for an
A3.
A-301 Free text Cody Jones : Building Open 3 Unconditioned space
A-301 Free text Cody Jones : Building Open 3 Conditioned space
A-301 Free text Cody Jones : Building Open 3 Due to the separation of conditioned space walls must meet
prescriptive method of insulation or a COMM check will be
needed.
Report Date: 03.29.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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DRAWN BY:CHK'D BY:KB BW PLOT DATE:3/28/2022 ENGINEER: RAY MCDOUGAL, PE DESCRIPTION REVISION DATESECTION / DETAIL SHEET TITLE:A-101 PLN# 21-06-0173/28/2022127 E. Main St. Suite 111 Rexburg, ID 83440 www.southforkdesign.com 208-852-6236 South Fork Design Group, LLCCAMPUS COURTYARD 269 S 5th W REXBURG, IDAHO THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.
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ADDITION & REMODEL NOTE ADDITION & REMODEL NOTE ADDITION & REMODEL NOTE ADDITION & REMODEL NOTE ::::IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE.
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DRAWN BY:CHK'D BY:KB BW PLOT DATE:3/28/2022 ENGINEER: RAY MCDOUGAL, PE DESCRIPTION REVISION DATEMAIN FLOOR PLAN SHEET TITLE:A-201 PLN# 21-06-0173/28/2022127 E. Main St. Suite 111 Rexburg, ID 83440 www.southforkdesign.com 208-852-6236 South Fork Design Group, LLCCAMPUS COURTYARD 269 S 5th W REXBURG, IDAHO THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED.Copyright 2022 | Southfork Engineering | All Rights Reserved.
2
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-
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18
'
-
6
1/
2
"
1/
2
"
1
/
2
"
1/
2
"
8'
-
7
8'
-
7
8
'
-
7
8'
-
7
1/
2
"
1/
2
"
1
/
2
"
1/
2
"
49
'
-
8
"
49
'
-
8
"
49
'
-
8
"
49
'
-
8
"
10
0
'
10
0
'
10
0
'
10
0
'
1
0
'
1
0
'
1
0
'
1
0
'
1
0
'
-
6
"
1
0
'
-
6
"
1
0
'
-
6
"
1
0
'
-
6
"
1
1
'
-
1
1
"
1
1
'
-
1
1
"
1
1
'
-
1
1
"
1
1
'
-
1
1
"
1
7
'
-
7
"
1
7
'
-
7
"
1
7
'
-
7
"
1
7
'
-
7
"
5
0
'
5
0
'
5
0
'
5
0
'
16
'
-
9
16
'
-
9
16
'
-
9
16
'
-
9
1/
2
"
1/
2
"
1
/
2
"
1/
2
"
33
'
-
1
0
33
'
-
1
0
33
'
-
1
0
33
'
-
1
0
1/
4
"
1/
4
"
1
/
4
"
1/
4
"
49
'
-
4
49
'
-
4
49
'
-
4
49
'
-
4
1/4"1/4"1/4"1/4"
10
0
'
10
0
'
10
0
'
10
0
'
7
'
-
3
7
'
-
3
7
'
-
3
7
'
-
3
1
/
4
"
1
/
4
"
1
/
4
"
1
/
4
"
2
8
'
-
9
2
8
'
-
9
2
8
'
-
9
2
8
'
-
9
1
/
8
"
1
/
8
"
1
/
8
"
1
/
8
"
14
'
-
9
14
'
-
9
14
'
-
9
14
'
-
9
1/
2
"
1/
2
"
1
/
2
"
1/
2
"
8'
-
5
8'
-
5
8
'
-
5
8'
-
5
3/
4
"
3/
4
"
3
/
4
"
3/
4
"
48
'
-
8
"
48
'
-
8
"
48
'
-
8
"
48
'
-
8
"
46'-6"46'-6"46'-6"46'-6"
6'
-
1
6'
-
1
6
'
-
1
6'
-
1
1/
4
"
1/
4
"
1
/
4
"
1/
4
"
8
'
-
8
8
'
-
8
8
'
-
8
8
'
-
8
1
/
2
"
1
/
2
"
1
/
2
"
1
/
2
"
1
3
'
-
5
1
3
'
-
5
1
3
'
-
5
1
3
'
-
5
1
/
4
"
1
/
4
"
1
/
4
"
1
/
4
"
7
'
-
1
1
7
'
-
1
1
7
'
-
1
1
7
'
-
1
1
1
/
4
"
1
/
4
"
1
/
4
"
1
/
4
"
5
'
-
5
5
'
-
5
5
'
-
5
5
'
-
5
1
/
2
"
1
/
2
"
1
/
2
"
1
/
2
"
8
'
-
8
"
8
'
-
8
"
8
'
-
8
"
8
'
-
8
"
2
2
'
-
1
"
2
2
'
-
1
"
2
2
'
-
1
"
2
2
'
-
1
"
33
'
-
7
33
'
-
7
33
'
-
7
33
'
-
7
1/
4
"
1/
4
"
1
/
4
"
1/
4
"
3'-1"3'-1"3'-1"3'-1"2'-6"2'-6"2'-6"2'-6"
2
'
-
6
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2
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-
6
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2
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-
6
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2
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-
6
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2
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6
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2
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-
6
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2
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6
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2
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6
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2'
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1
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4
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1
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1/
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4
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20
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CHANGE DOOR CHANGE DOOR CHANGE DOOR CHANGE DOOR TO OUTSWING TO OUTSWING TO OUTSWING TO OUTSWING
PI
C
K
L
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B
A
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PI
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T
PICKLEBALL PICKLEBALL PICKLEBALL PICKLEBALL COURT COURT COURT COURT
30
X
4
8
30
X
4
8
30
X
4
8
30
X
4
8
5 55 5
6 66 6
X
6
0
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0
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0
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ID
1 2 3
QT
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LO
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A
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In
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In
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G
DOOR W 3'6'3'HT 6'-8"6'-8"6'-8"NOTES
9
"
9
"
9
"
9
"
M
I
N
M
I
N
M
I
N
M
I
N
17
"
M
I
N
17
"
M
I
N
17
"
M
I
N
17
"
M
I
N
25
"
M
A
X
25
"
M
A
X
25
"
M
A
X
25
"
M
A
X
6"6"6"6"
MA
X
MA
X
M
A
X
MA
X
11
"
11
"
1
1
"
11
"
MI
N
MI
N
M
I
N
MI
N
8"8"8"8"
MI
N
MI
N
M
I
N
MI
N
2
7
"
2
7
"
2
7
"
2
7
"
M
I
N
M
I
N
M
I
N
M
I
N
3
4
"
3
4
"
3
4
"
3
4
"
M
A
X
M
A
X
M
A
X
M
A
X
MI
R
R
O
R
MI
R
R
O
R
MI
R
R
O
R
MI
R
R
O
R
BA
S
I
N
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I
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T
BA
S
I
N
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I
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BA
S
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S
Y
A
D
A
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Y
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D
A
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A
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C
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C
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C
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C
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A
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A
N
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E
16
"
M
I
N
16
"
M
I
N
16
"
M
I
N
16
"
M
I
N
18
"
M
A
X
18
"
M
A
X
18
"
M
A
X
18
"
M
A
X
24
"
M
I
N
24
"
M
I
N
24
"
M
I
N
24
"
M
I
N
12
"
M
I
N
12
"
M
I
N
12
"
M
I
N
12
"
M
I
N
36
"
L
O
N
G
M
I
N
36
"
L
O
N
G
M
I
N
36
"
L
O
N
G
M
I
N
36
"
L
O
N
G
M
I
N
3
3
"
-
3
6
"
3
3
"
-
3
6
"
3
3
"
-
3
6
"
3
3
"
-
3
6
"
C.
L
.
C.
L
.
C
.
L
.
C.
L
.
1
7
"
M
I
N
1
7
"
M
I
N
1
7
"
M
I
N
1
7
"
M
I
N
1
9
"
M
A
X
1
9
"
M
A
X
1
9
"
M
A
X
1
9
"
M
A
X
4
8
"
M
A
X
4
8
"
M
A
X
4
8
"
M
A
X
4
8
"
M
A
X
1
5
"
M
I
N
1
5
"
M
I
N
1
5
"
M
I
N
1
5
"
M
I
N
12
"
M
A
X
12
"
M
A
X
12
"
M
A
X
12
"
M
A
X
42
"
L
O
N
G
M
I
N
42
"
L
O
N
G
M
I
N
42
"
L
O
N
G
M
I
N
42
"
L
O
N
G
M
I
N
3
3
"
M
I
N
3
3
"
M
I
N
3
3
"
M
I
N
3
3
"
M
I
N
3
6
"
M
A
X
3
6
"
M
A
X
3
6
"
M
A
X
3
6
"
M
A
X
1-
1
/
2
"
C
L
E
A
R
A
N
C
E
1-
1
/
2
"
C
L
E
A
R
A
N
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E
1-
1
/
2
"
C
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1
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2
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C
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1.
2
5
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2
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5
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2
5
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2
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O
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9
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4
1
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3
9
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4
1
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3
9
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4
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3
9
"
-
4
1
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1
8
"
M
I
N
1
8
"
M
I
N
1
8
"
M
I
N
1
8
"
M
I
N
CA
N
B
E
S
I
N
G
L
E
CA
N
B
E
S
I
N
G
L
E
CA
N
B
E
S
I
N
G
L
E
CA
N
B
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S
I
N
G
L
E
GR
A
B
B
A
R
GR
A
B
B
A
R
GR
A
B
B
A
R
GR
A
B
B
A
R
CA
N
B
E
S
I
N
G
L
E
CA
N
B
E
S
I
N
G
L
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CA
N
B
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S
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N
G
L
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CA
N
B
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S
I
N
G
L
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GR
A
B
B
A
R
GR
A
B
B
A
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A
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A
R
GR
A
B
B
A
R
1
MA
I
N
L
E
V
E
L
P
L
A
N
MA
I
N
L
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V
E
L
P
L
A
N
MA
I
N
L
E
V
E
L
P
L
A
N
MA
I
N
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E
L
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L
A
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SC
A
L
E
:
SC
A
L
E
:
SC
A
L
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:
SC
A
L
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:
1
/
4
"
=
1
'
-
0
"
1/
4
"
=
1
'
-
0
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1/
4
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=
1
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-
0
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1/
4
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=
1
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-
0
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4
VA
N
I
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Y
A
D
A
VA
N
I
T
Y
A
D
A
VA
N
I
T
Y
A
D
A
VA
N
I
T
Y
A
D
A
NO
T
T
O
NO
T
T
O
NO
T
T
O
NO
T
T
O
S
C
A
L
E
SC
A
L
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SC
A
L
E
SC
A
L
E
5
FR
O
N
T
G
R
A
B
B
A
R
FR
O
N
T
G
R
A
B
B
A
R
FR
O
N
T
G
R
A
B
B
A
R
FR
O
N
T
G
R
A
B
B
A
R
NO
T
T
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NO
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T
O
NO
T
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NO
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S
C
A
L
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SC
A
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SC
A
L
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6
SI
D
E
G
R
A
B
B
A
R
SI
D
E
G
R
A
B
B
A
R
SI
D
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A
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SI
D
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A
B
B
A
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NO
T
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NO
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NO
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T
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NO
T
T
O
S
C
A
L
E
SC
A
L
E
SC
A
L
E
SC
A
L
E
ADDITION & REMODEL NOTE ADDITION & REMODEL NOTE ADDITION & REMODEL NOTE ADDITION & REMODEL NOTE ::::IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE.
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