HomeMy WebLinkAboutREVISED DRAWINGS 8-5 - 22-00385 - Tri-Steel - Commercial ShopAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Tri-Steel - Commercial Shop
Address : 4977 Eastside Dr
Application Type :
Document Filename : REVISED PLANS - 22-00385 - Tri-Steel - Commercial 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
Pg 2 Free text Cody Jones : Building Open 2 Fire wall will need to extend 4' on each side. Door may need to
be fire rated if within that distance.
# 22-00385
Madison County - Commercial
Report Date: 07.14.2022
Approval of plans does not constitute approval of variance from code
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TRISTEEL
REAL ESTATE, LLC
UP
12'x12' OHD
X-BRACE
X-BRACE
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-Special Inspections by
Connect Engineering
-Exit Lighting and Signs
will Comply with Section
1008 and 1013
-Doors will meet Section 1010
and will have panic hardware
Shop Space
F-1 Occupancy 306 Factory-Machinery/Metals
Type II-B Construction
24 person Occupancy 12,000/500=24 Table 1004.5
15,500 S.F. allowed area Table 506.2 (NS, Type II B)
No fire Sprinklers required under 12,000 s.f. 903.2.4
1 Male Water Closet & 1 Female Water Closet/100 location TBD 2902.1
Business Space
B Occupancy 304.1 Business Group
Type V-B Construction
33 person Occupancy (50 x 50 x 2)/150=33 Table 1004.5
9,000 S.F. allowed area Table 506.2 (NS, Type V-B)
2 Male Water Closets & 2 Female Water Closets
-1ea per 25. location TBD section 2902.1
Office
120' - 0"
2 hr fire partition wall
50' - 0"
50
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-
0
"
90 min fire door
11
'
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0
"
Office
OfficeStorage
2 hr fire partition wall
extends 4' past intersection 4'
-
2
"
DN
A1031
A104
A103
A104
1
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B
C
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32
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2nd floor Future
Office Space
100
0' -0"
126
26' -0"
102
2' -0"
A B C D HF
120
20' -0"
CHARCOAL
POLAR WHITE
WHITE
BRONZE
112
12' -0"
100
0' -0"
126
26' -0"
102
2' -0"
ABCDH
29' - 6"
1 " / 1 '-0 "
120
20' -0"
G E
112
12' -0"
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3/32" = 1'-0"2 North
3/32" = 1'-0"1 South
100
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126
26' -0"
102
2' -0"
4 3 2 18657
120
20' -0"
112
12' -0"
100
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126
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4321 8657
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1/16" = 1'-0"1 East
1/16" = 1'-0"2 West
UP
12'x12' OHD
X-BRACE
X-BRACE
30
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x
1
6
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30
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6'-6"x7'-0" FO
3'-6"x7'-0" WD
(2) 1'-6"x7' LITES
16
'
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12' - 0"
15
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30
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15' - 0"
13
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11
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12' - 0"7' - 4"
10
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Entrance
95
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8
"
72
'
-
4
"
628' - 4"
120' - 0"
50' - 0"
50
'
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"
East Side Drive
5000 S
47
'
-
4
"
North
Driveway area
26
8
'
-
0
"
1258' - 4"
460' - 0"