HomeMy WebLinkAboutBP, CO & DOCS - 05-00228 - Legacy Flight Museum - Interior Finalo�4EXB.R�,a �,TY of Certificate of Occupancy
° RE City of Rexburg
of Community D e velo pment
America's Family Cammuniry D y evelo ment
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3024
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner: Rexburg- Madison County Airport
387 Airport Rd #12
Rexburg, ID
Contractor:
Special Conditions: Electrical originally permitted through the
State of Idaho.
Occupancy: Assembly - worship, recreation, or amusement
This Certificate, issued pursuant to the requirements of Section 109 of the International Building
Code, certifies that, at the time time of issuance, this building or that portion of the building that
was inspected on the date listed was found to be in compliance with the requirements of the
code for the group and division of occupancy and the use for which the proposed occupancy
was classified.
0500228
International Building Code 2003
425 Kelly Johnson Way
Legacy Flight Museum
Type V, non -rated
1200
Yes
Date C.O. Issued: Jul 07, 20 10:59AM
C.O Issued by:
Building Official
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and
approved said future changes.
Plumbing Inspector: + Fire Inspector:
Electrical Inspector. P&Z Administrator
a t. y • — —
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INSPECTION TICKET
❑ Bldg. ❑ Plumb. Elect. ❑ Mech. ❑ Fire
Inspection Request: Rec'd By e F Date —
Req. By Phone No. 2 5
Project Ae44 Gc% film�e&v Permit No.
Address
Inspection Type
Day /Time Req.
Inspector's Report ❑ Res. Comm.
INSPECTED ITEMS CONFORM TO APPROVED DWGS El ❑ N NIA
INSPECTOR'S ACTION
V I/AI'PROVED ❑ DISAPPROVED El FINAL
O. (FINAL)ON APPLI ABLE ❑DID NOT INSPECT
ACTION REQUIRE
Signed�C
Rec't Acknowledged
While - Otke Copy
F FIR-CO03
*Now - Job copy Pink - kmedw'e COPY
, - 317 " ,b V cr y
INSP TICKET
Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fife
Inspection Reques Recd By Date
Req. By Phone No.
Project Permit No. `53' ' 2
Address t
Inspection Type _ o.
Day /Time Req.
Inspector's Report ❑ Res. Comm.
n r r 1
INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y ❑ N 0 NIA
INSPECTOR'S ACTION
[APPROVED � -,�y�� CI DISAPPROVED L] FINAL
% ( FINAL< jt " ❑ NOT APPLICABLE ❑ DID NOT INSPECT
ACTION REQUIRED:
4T
Rec't Acknowledged
WAde - OOice Copy Mellow -Job Copy ft* - kwpecia's CM
F- FIR -CW3
0 INSPECTION TICKET 0
❑ Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. x Fire
Inspection Request: Rec'd By _, 2ml�_ Date D
Req. By Phone No.
Project lu- hc—l�' Permit No. 6 f2 60Z0
Address
Inspectic
Day /Time Req.
Inspector's Report ❑ Res. � Comm.
9
INSPECTED ITEMS CONFORM TO APPROVED DWGS
INSPECTOR'S ACTION
APPROVED [I DISAPPROVED
C.O. (FINAL) [I NOT APPLICABLE
ACTION REQUIRED:
[] Y ❑ N O NIA
O FINAL
❑ DID NOT INSPECT
Signe
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INSPECTION TICKET
0 Bldg. -* Plumb. ❑ Elect. ❑' Mech. ❑ Fire .
n Request: Rec'd By Date
Ins�ectt� M M n
Req. By __ Phone No.
Permit No.
Project -'Vl, v _r,[A v4r,l I
Address —'a-2=
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INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑Y E] N ❑ NIA
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ACTION REQUIRED:
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14, F
L� �1 475 lJo 0'' - l 5 6 " /G, F,
Oven �5 irk e
7,:5 #115 -11- s ®! a5 45 F .
L, 1 x 1,40 = 2 raQ lls 1 .40 F.
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19 2 324 $�1 f�, 1414�1
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Floor -100% (PLF)
B . — 0. It
Depth TJI® Live Live Live i
How to Use This Table
1u9
Load
Total
Load
Total
Load
:136
:104
U4$0
Load
0480
Load
L/480 '1
110
20
* '
190
127
152
77
9'
210
80.
19.2°
210
147
169
90
24"
40
50 60 70 80 90' 100
' 110
236
159
190
98
110
190
152
*
210
169
1�
JUP
* '
36
`
190
*
880
*
241
7 193
*
:204
236
110
210
*
210
169
Ir
_ 2.30
236
*—
190
360
241
193
560
294
236
210
210
169
*_
280
*
236
*_
190
*-
350
* `
241 ';
" _
193
560
*
904
*
236
'indicates
TOTAL LOAD value
controls.
How to Use This Table
1. Calculate actual total and live load in pounds per linear foot (plf).
2. Select appropriate JOIST CLEAR SPAN.
3. Scan down the column to find a TJI® joist that meets or exceeds actual
total and live loads.
General Notes
• Tables are based on:
- Uniform loads.
- No composite action provided by sheathing.
- More restrictive of simple or continuous span.
• TOTAL LOAD limits joist deflection to L/240.
• LIVE LOAD is based on joist deflection of U480.
• If a live load deflection limit of 0360 is desired, multiply value in LIVE
LOAD column by 1.33. The resulting live load shall not exceed the
TOTAL LOAD shown.
PSF to PLF Conversions
O C
1u9
$a
12t
96
*
:136
:104
60
*
169
12"
20
25 30 35 40 45 60
*
136
15°
*
139
*
80.
19.2°
32
1. Calculate actual total and live load in pounds per linear foot (plf).
2. Select appropriate JOIST CLEAR SPAN.
3. Scan down the column to find a TJI® joist that meets or exceeds actual
total and live loads.
General Notes
• Tables are based on:
- Uniform loads.
- No composite action provided by sheathing.
- More restrictive of simple or continuous span.
• TOTAL LOAD limits joist deflection to L/240.
• LIVE LOAD is based on joist deflection of U480.
• If a live load deflection limit of 0360 is desired, multiply value in LIVE
LOAD column by 1.33. The resulting live load shall not exceed the
TOTAL LOAD shown.
PSF to PLF Conversions
O C
Load in Pounds Per Sauere Foot 10sn.
spacing
29
25 $0 35 40 160,
55
60
Load. In'Pouada Pair 4lneap Font. �iM.Ft.
12"
20
25 30 35 40 45 60
55
60
15°
27
34 40 47 54 60> 67
1 1.4
80.
19.2°
32
40 48 ` 56 64 72 80
88
96'
24"
40
50 60 70 80 90' 100
' 110
120
Floor Load Tables 1.5
Trus Joist • TWO Joist Specifier's Guide 2025 • January 2004
18 f- 20, -- 22, 24 '
Live Live 1 , Live -- I - Live
Load Total , Load Total Load Total Load Total
LAW Load '; L1480 Load U480 Load � L/480 Load
119 1 58 108 i 45 91
_ 108 - -- -97 1- 7*
4 nn
�i
Page 1 of 1
JaNell Hansen
From: Blair Kay
Sent: Thursday, April 06, 2006 11:35 AM
To: Amanda Saurey
Subject: Legacy Flight Museum
Mayor Larsen;
City Council:
John Millar gave me the contacts for the Legacy Flight Museum.
County Representative: Dusty Cureton 356 -5795
City Representative: Neil Erickson 356 -0498 or 356 -4455
Danny Summers 356 -3465
Terry Bagley 356 -0344
John Bagley 356 -9669
This may be old information; however, you may want it in print.
Thank you,
Blair
4/6/2006
Sent By: Design Intelligence, LLC; 208 - 359 -0740; Oct -10 -05 9:08PM; Page 2
Des
In gn telligence, LLC
Structural Engineering
3685 W Hwy 33
Rexburg, Idaho 83440
Date: October 10, 2005
To: Val Christensen
City of Rexburg Building Department
Subject: Rexburg Air Museum
Dear Sir or Madam:
Call: (208) 359 -1461
FAX. (208) 359 -0740
I approve the change in Construction Type from Type H -B to Type V -B.
Please call if you have any questions.
Respectfully,
Scott A Spaulding, P. .
Design Intelligent , LLC