HomeMy WebLinkAboutREDLINED REVIEWED PLAN - 22-00211 - 887 Jet Stream Dr Suite 101 & 102 - Justin Packard GymAuthor Name Author Email Author Phone No.:
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Alex Owens Alex.Owens@rexburg.org 208-372-2330
Description : 887 Jet Stream Dr Suite 101 & 102 - Justin Packard Shop
Address : 887 Jet Stream Dr Suite 101 & 102
Application Type :
Document Filename : INFRASTRUCTURE PLAN 5.11.22 - 22-00211 - 887 Jet Stream Dr Suite 101 & 102 - Justin Packard Shop.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
A101 Free text Alex Owens : Electrical Open 1 No plans provided. Please provide plans for review. All
electrical work must comply with 2017 NEC.
# 22-00211
New Commercial Building
Report Date: 05.16.2022
Approval of plans does not constitute approval of variance from code
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Justin Packard
80' x 125' x 18'
No plans provided. Please provide
plans for review. All electrical work
must comply with 2017 NEC.
A105
A104
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54321
25' - 0"25' - 0"25' - 0"25' - 0"
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14'x14' OHD 14'x14' OHD
80
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25' - 0"
Office
125' - 0"53' - 0"
25
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5' - 0"
53' - 0"
Office EntryPortal Frame
183' - 0"
19
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53' - 0"
24' - 0"
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3/64" = 1'-0"1 100
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14'x14' OHD 14'x14' OHD
80
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25
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53' - 0"Office EntryPortal Frame
Gym Space
A-3 Occupancy 303.4 Gymnasium
120 person Occupancy 1004.5
9,500 S.F. allowed area Table 506.2 (NS, Type II B)
No fire Sprinklers required under 12,000 s.f. and under 300 occupants 903.2.1.3
-Section 1006 75' travel length to egress door
Storage Space
S-1 Occupancy 311.2 Storage
14 person Occupancy 4,000/300=14 Table 1004.5
17,500 S.F. allowed area Table 506.2 (NS, Type II B)
No fire Sprinklers required under 12,000 s.f. 903.2.9
4" building Sewer Line
1" building Water Line
75' - 0"50' - 0"
Property Line
Jet Stream Drive
North
Snow Storage Area
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Drinking
Fountains
6'
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ADA Accessible restrooms
ADA Accessible restrooms
-Special Inspections by
Connect Engineering
-Exit Lighting and Signs
will Comply with Section
1008 and 1013
-Doors will meet
Section 1010
5' - 0"
10
'
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0
"
24' - 0"
34
'
-
6
"
39 parking spaces
2 ADA Spaces
Drinking
Fountains
9'
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"
20' - 0"
11' - 0"
1HR rated
exterior wall
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14'x14' OHD 14'x14' OHD
80
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0
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25
'
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0
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53' - 0"Office EntryPortal Frame
Gym Space
A-3 Occupancy 303.4 Gymnasium
120 person Occupancy 1004.5
9,500 S.F. allowed area Table 506.2 (NS, Type II B)
No fire Sprinklers required under 12,000 s.f. and under 300 occupants 903.2.1.3
-Section 1006 75' travel length to egress door
Storage Space
S-1 Occupancy 311.2 Storage
14 person Occupancy 4,000/300=14 Table 1004.5
17,500 S.F. allowed area Table 506.2 (NS, Type II B)
No fire Sprinklers required under 12,000 s.f. 903.2.9
4" building Sewer Line
1" building Water Line
75' - 0"50' - 0"
Property Line
Jet Stream Drive
HWY 20
North
Snow Storage Area
Sn
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S
t
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a
g
e
A
r
e
a
Drinking
Fountains
6'
-
0
"
ADA Accessible restrooms
ADA Accessible restrooms
-Special Inspections by
Connect Engineering
-Exit Lighting and Signs
will Comply with Section
1008 and 1013
-Doors will meet
Section 1010
5' - 0"
10
'
-
0
"
24' - 0"
34
'
-
6
"
39 parking spaces
2 ADA Spaces
Drinking
Fountains
9'
-
0
"
20' - 0"
11' - 0"
1HR rated
exterior wall
X-BRACE
FU
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14'x14' OHD 14'x14' OHD
80
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25
'
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0
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53' - 0"Office EntryPortal Frame
4" building Sewer Line
1" building Water Line
75' - 0"50' - 0"
Property Line
North
Snow Storage Area
Sn
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S
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a
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Drinking
Fountains
6'
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ADA Accessible restrooms
ADA Accessible restrooms
5' - 0"
10
'
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0
"
24' - 0"
34
'
-
6
"
Drinking
Fountains
9'
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0
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20' - 0"
11' - 0"
-16" Flowline
existing floor =0
-24.5" Flowline
-10" Centerline-18" Centerline
80
'
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6'
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"
85
'
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20' - 0"24' - 0"20' - 0"6' - 0"
Finished Floor
F.F. -1.5"
F.F. -6"
22
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"
53
'
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"
45' - 9"39' - 0"52' - 6"45' - 9"
53
'
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183' - 0"
19
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25
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23
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3
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2
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-10" up 6"
from flow-18.5"
up 6" from flow
-12"
Existing Asphalt edge -10"
Existing Curb Catch
Basin Inlet -27"
-23" Flowline
-16" Centerline
F.F. -1.5"
F.F. -6"
-20"
2%
50' - 0"
1.7%
6 5 ' - 0 "1.8%
-15" up 6"
from flow
-10.5"
1.7%
48' - 0"
-17" up 6"
from flow
-22"
2.1%
2.5%
1.7%
1.8%
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24' - 0"40' - 0"
36
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50
'
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-10"
1.4%
2.3%
2.3%
2%
100
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118
18' -0"
102
1' -0"
123
23' -0"
100
0' -0"
118
18' -0"
102
1' -0"
123
23' -0"
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1/8" = 1'-0"2 SOUTH
1/8" = 1'-0"1 NORTH
100
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118
18' -0"
102
1' -0"
5 4 3 2 16
123
23' -0"
125' - 0"
100
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118
18' -0"
102
1' -0"
54321 6
123
23' -0"
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3/32" = 1'-0"1 WEST
3/32" = 1'-0"2 EAST