HomeMy WebLinkAboutCO & DOCS - 01-00042 - Ball Trading Co - Airplane HangarCERTIFICATE OF OCCUPANCY
City of Rexburg
Department of Building Inspection
Building Permit No. R-oi-io-io
Building Street Address: Rexburg- Madison County Airport
Building Owner: Ball Trading Co.
Contractor: SteelVision Construction, Inc.
Description of building or portion of building for which this certificate is
issued:
Occupancy:
Hangar
Full
This Certificate issued rsuant to requirements of Section 109 of tbe Uniform Building
Code, certifies at, at t /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 tbe
code for the group and division of occupancy and the use for which tbe proposed occupancy
was classified.
Date: November 8, 2 1
C.O. Issued by:
Building Official
There shall be no future 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 Offici 1 has reviewed and approved said future change . 1
Fire Department Water Department/ ' e-
BUILDING PERMIT APPLICATION REXBURG, ID DATE / :.�C NO.
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS.
OWNER
VALUE
DEPARTMENT OF BUILDING & ZONING
DATE ADDRESS
WHITE- Owner's Copy CANARY— Building Department's Copy PINK—Assessor's — ^
Copy .. GOLDF -NROD- Inspector
BUILDER
STRUCTURE:
0 RESIDENCE
FOOTINGS
®'CONCRETE
O MASONRY
O OTHER
FEE PAID
BUILDING
INSPECTOR
EW
(81 OMM.
e JOB ADDRESS
*,- _ . tFi
O REMODEL
REMARKS: , I ( 6,, t o X
0 ADDITION
Q REPAIR
0 EDUCATIONAL Q GOVT Q RELIGIOUS Q FENCE Q PATIO
ONE
O RENEWAL
FIRE DAMAGE
O CARPORT O GARAGE Q AWNWIG
FOUNDATION
atrONCRETE
O MASONRY
0 OTHER
BASEMENT
O FULL PARTIAL
C34
FLOORS
0 WOOD
Ii1CONCRETE
O OTHER
EXT. WALLS 1 INT. WALLS
O WOOD
0 MASONRY
Q CONCRETE
O VENEER
O"II1E rAL
O STUCCO
O WOOD
O MASONRY
O CONCRETE
O DRYWALL
O PLASTER
Q TILE
CEILING
0 WOOD
O DRYWALL
O PLASTER
0 TILE
O ACOUSTIC
O OPEN
ROOF
HEAT
INSULATED
O BUILT UP. 0 GAS C 'YbALLS
CI WOOD SH. OIL 110,MUNG
❑ COMP. SH. Q COAL O FLOORS
O TILE O FIREPLACE O PERIMETER
0 ROLL ROOF. 0 ELECTRIC
Lit"METAL
This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed
that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations
pertaining and applicable thereto: The issuance of the permit does not waive restrictive covena ®,�
Date of Application
`l R-
Name Ball Trading
Site Addreess___ b u
Mailing Address "f fi a w k
City /State/Zjp
Telephone/Fax/Mobile 359-1 19
CONTRACTOR
N
Mailing Address P - 0 Fin x 21
City/State/Zip 4
Telephone/Fax/Mobile 745,-1105 / 5 0697
P JECT ] FORMATI t( E DEPARTMENT APPROVAL
.Property Zone: hi existing taco compatible with zoning. g p n�, etc)
oning. {scr�rxia arki
When was this building ism occupied
Architect! Engineer Firm Plan Name
Subdivision
Signature of Applicant
Signature of Inspector
issued by
New House
Code
Zone
Building Type
(Commercial)
L007:01,
APPLICATION FOR BUILDING PERMIT
CyrY OF REXBURG, IDAHO
Lat Block
Educational Government Remodel Other
Addition/Remodel to House Cw Commercial) Commercial Pastriodel
Finished / Unfinished Other: None/ Patio/ Carport/ Awning NIA
Lot Width
gkc Residential
Cir Qt aisle One
Lat Squares Footage
Square beet Garage Square Feet Number of Stories of Building,
What will structure be used for: Home Home Business Apartment Commercial Other
Will there be an apartment? N 0- If so, .how many units
Total E,atimated Cost 5 3, 4 9 9 fl n Are you in a flood plain �.._N o
Permit No.
Building Permit Fees
Plan Cheek Fees .,
Pluming Permit bees
Digging Permit Fees
Water & Sewer Fees 9Y7Z - °,ci Rs
TOTAL ; ® e
A1!) HdLO: tr v0% , G,, deS
Am:rat,ion Q
�.°�-.artl7wcrJ :
cm:crate:
iascnry ;
Roofing:
Insulation:
Paintialq:
Floor Coverings:
Plumbing:
ffeati.Rg 1
Electric r
:oZ x ssms:
lsr
•
N A
SUBCONPRACTO 1 IST
SPECIAL CONSTRUCTION
(MANUFACTURER OR SUPPLIER)
a�x / Coiling Joists:
1
0 411D kdLJ:t 100 '97,'deS
FOUNDATION DESIGN FOR BALL TRADING COMPANY BUILDING
REXBURG, IDAHO
For Steel Vision Construction
NOTES: 1. Foundation configuration provided by Mike Bressler of Steel
Vision Construction.
2. Foundation loads from Behlen Drawings, Sheet 2, Job No. M1724, 9/27/01.
3. Concrete 28 day strength shall be 2500 psi minimum. Slump shall be 3 -4.5 in.
Reinforcement bars shall be ASTM A615 with F = 40,000 psi.
4. Concrete construction per ACI -318.
5. Allowable soil bearing pressure = 3000 psf
6. Rectangular piers shown on drawings may be replaced with circular piers
formed by sonotubes if the reinforcement is the same, the concrete area is equal
to that of the rectangular pier, and there is sufficient cover for the
reinforcement as required by ACI -318.
INDEX
Detail Page
Exterior Column Foundation for Frameline 1 2
Column Foundation for Framelines 2 & 3 3
Corner Column Foundation for Frameline 4 4
Interior Column Foundation for Frameline 4 5
E NGINEER *
o 0 • 1STE/? y
3336
a. s / � O
14te 0 F �oP S
GRADE
4' -0 SQ. 8'
4 #5 VERTICAL BARS. EXT
INTO FOOTING AS SHOWN
#3 TIE, TYP. 4 PLAC
10' MAX. SPACING
}
i
F T
1
I
I
I
I
l
I
1
1
I
PLAN VIEW
12
END
ES
C
8
I
4' 0' SQ.
SECTION
BALL TRADING COMPANY BUILDING
EXTERIOR COLUMN F ❑UNDATI ❑N FOR FRAMELINE 1
10/01/01
SIDEWALL FOOTING
CONTINUOUS STEMWALL
3/4' DIA. ANCHOR BOLTS
i
ENDWALL FOOTING
24'
12'
4 #5 BARS EACH DIRECTION
SPACED AS SHOWN
6' -O' SQ.
U U
n n
12'
GRADE
4 #5 VERTICAL BARS. EXTEND
INTO FOOTING AS SHOWN
PLAN VIEW
8'
6' O' SQ.
STEMWALL
18' WIDE STEMWALL FOOTING
3/4" DIA. X 18" ANCHOR BOLTS.
4 #3 TIES, PLACED AS SHOWN
3" CL
SECTION
BALL TRADING COMPANY BUILDING
COLUMN FOUNDATION FOR FRAMELINES 2 & 3
10 /01/01
f
12' X -BEAM
2 CONTINUOUS #5 BARS FROM SIDE
TO SIDE AROUND ANCHOR BOLTS
SLAB
f 7" X -BEAM
12'
18'
7 #5 BARS EACH WAY
SPACED AS SHOWN
GRADE
3' -0'
10'
8'
2' 0'
0
12
8'
PLAN VIEW
SECTION
TYP.
ENDWALL
CENTER IN WALL
SIDEWALL
8'
5'
3/4 DIA. ANCHOR BOLTS
18' IN LENGTH
- 5 -
#4 VERT. BARS 16' O.C.
4 #4 HORIZ. BARS CONTINUOUS
IN WALL
2 #4 VERT. BARS IN CORNERS
OF ENLARGED WALL
3 #4 LONGINTUDINAL BARS
IN WALL FOOTING
#4 @ 18' O.C. TRANSVERSE
BALL TRADING COMPANY BUILDING
CORNER COLUMN FOUNDATION FOR FRAMELINE 4
10/01/01
3' -0'
1 0'
PLAN VIEW
12"
2' 0'
or
SECTION
CENTER IN WALL
#4 HAIRPIN BAR. EXTEND
3' INTO SLAB.
3/4' DIA. X 18' ANCHOR BOLTS
,� #3 TIES AT 10" O.C.
rI.r� #4 HAIRPIN INT❑ SLAB
VI'I'I
STEMWALL REINFORCEMENT
4 #4 VERT. BARS IN CORNERS
OF ENLARGED WALL
3 #4 LONGITUDINAL BARS
IN WALL FOOTING
#4 @ 18' O.C. TRANSVERSE
BALL TRADING COMPANY BUILDING
INTERIOR COLUMN FOUNDATION FOR FRAMELINE 4
10/01/01