HomeMy WebLinkAboutBP & DOCS - 03-00010 - Darrell Layton - Airplane HangarCITY OF REXBURG
B 1 LIJ 1\I PE f1111
ISSUED TO:
NAME: 1 7 ) 1 L c y 4 ; ti. PERMIT ff Z- C)3-b 3 °U
FOR THE CONSTRUCTION OF: (*a V\ = r JOB ADDRESS: Lai .27 / t r per"
GENERAL CONTRACTOR: R- rt L, "" --s
This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the
City of Rexburg. It is specifically understood that this Permit does not allow any Variance to the regulations
of the City of Rexburg Building or Zoning Codes unless specifically approved by the City Council and
explained on the Building Permit Application as approved by the Building Inspector.
Date Approved
iss
Buiyding Inspector
THIS PERMIT MUST BE PROMINENTLY DISPLAYED AT THE BUILDING SITE
THE BUILDING MAY NOT BE OCCUPIED OR USEDWITHOUT FIRST OBTAINING A CERTIFICATE OF OCCUPANCY
NOTICE
1) A complete set of approved drawings along with permit must be kept on the
premises during construction.
2) The permit will become null and void in the event of any deviation from the
accepted drawings.
3) No foundation, structural, electrical, nor plumbing work shall be concealed
without approval.
No work shall be done on any part of
the building beyond the point
indicated In each successive
inspection without approval.. No
structural framework of any part of the
building or any underground work
shall be covered or concealed without
approval.
INSPECTION RECORD
BUILDING
1st Layout .....................
2nd Footing
3rd. Foundation
4th Truss
5th Framing
6th Drywall
7th Sidewalk
8th Final
9th Occupancy
ELECTRICAL
1st Groundwork
2nd Rough -in
3rd Final
PLUMBING
1st Trench
2nd Service Connection
3rd Rough -in
4th Heat Cable
5th Final
DATE
APPROVED
For Inspections Call 359-3020
24 Hour Notice
A CERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR
TO FINAL ELECTRICAL & PLUMBING INSPECTIONS.
BUILD ` G PERMIT APPLICA ®N REXBURG, ID DATE 4 --
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS.
OWNER
BUILDER
STRUCTURE:
0 RESIDENCE
FOOTINGS
O CONCRETE
0 MASONRY
0 OTHER
S L44 +J JOB ADDRESS L.31-
3T .77 ,t'f r} 4.1 ErPHONE
FOUNDATION
0 CONCRETE
0 MASONRY
0 OTHER
BASEMENT
0 PARTIAL
0 FULL
ONO
FLOORS
O WOOD
0 CONCRETE
O OTHER
EXT. WALLS
WOOD
MASONRY
O CONCRETE
0 VENEER
METAL
STUCCO
INT. WALLS
"w000
RY
0 CONCRETE
O DRYWALL
0 PLASTER
0 TILE
CEIUNG
0 WOOD
0 DRYWALL
O PLASTER
❑ TILE
0 ACOUSTIC
0 OPEN
ROOF
HEAT
0 GAS
O OIL
❑ COAL
O FIREPLACE
O ELECTRIC
O BUILT UP.
0 WOOD SH.
OCOMP..SH.
0 TILE
0 ROLL ROOF.
0 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 covenants.
REMARKS: CO 4 ger 1
DEPARTMENT OF BUILDING & ZONING
VALUE rq ; ,,'
FEE PAID
BUILDING
INSPECTOR
ARCHITECT
0 NEW 0 REMODEL 0 ADDITION
O COMA. 0 EDUCATIONAL 0 GOVT 0 RELIGIOUS
• CASH
HEC
0 REPAIR
DESIGNER
0 RENEWAL O FIRE DAMAGE
0 FENCE 0 PATIO 0 CARPORT 0 GARAGE 0 AWNING
INSULATED
O WALLS
0 CEILING
0 FLOORS
O PERIMETER
Cm OF REXBURG
MAR
CONTRACTOR
Name G- c.- ry t /` z 5-5*
M a i l i n g Address Jf / Ale r L A 3 ,L
City /State /Zip Pe t ` 9 Ay Te 0. 4 v 8 3 t cf. 2
Telephone/Fax/Mobile 2 0 P 7 f ,J Z 9 0
PROJECT INFORMATION DEPARTMENT APPROVAL
Property Zone: Is existing use compatible with zoning, (screening parking, etc)
When was this building last occupied
Architect/ Engineer Firm Plan Name
Subdivision
Date of Application /' / r C 5-
OWNER /
Name N °`` r ft I ( ,4-
Site Address 0 0
Mailing Address 2` f y Ls— - S
City /State /Zip i ,Ja v .2:c71 t p
Telephone/Fax/Mobile — O / 3 s 7 3
Lot Block
Circle One Residential Commercial Educational Government Remodel Other
Circle One New House Addition/Remodel to House New Commercial Commercial Remodel
Circle One Basement: None/ Finished / Unfinished Other: None/ Patio/ Carport/ Awning N/A
Lot Square Footage Lot Width
Square Feet 2Socl Garage Square Feet Number of Stories Height of Building
What will structure be used for: Home Home Business Apartment Commercial Other
Will there be an apartment? If so, how many units
Total Estimated Cost 0 / O O 0 Are you in a flood plain
Signature of Applicant
Code
Zone
Building Type
/,
-7,-0-
APPLICATION FOR BUILDING PERMIT
CITY OF REXBURG, IDAHO
Building Permit Fees
Plan Check Fees
Plumbing Permit Fees
Digging Permit Fees
Water & Sewer Fees
Front Footage Fee
TOTAL $
Permit No. R^ V 3 -6 3 '-0
***** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * **
73o. n
Signature of Inspector
Issued by
MEMO:
TO:
FROM:
DATE:
RE:
TO WHOM IT MAY CONCERN
CHRIS HUSKINSON, FIRE INSPECTOR
FEBRUARY 19, 2003
LA►Y . „ MANGER
TO WHOM IT MAY CONCERN:
Upon review of the drawings submitted the following items need to be addressed:
1. NO SITE PLAN AVAILABLE: Impossible to complete an accurate plan review
due to lack of site plan. Please submit a site plan with vicinity map that shows
existing and proposed fire hydrants in addition to fire apparatus access.
2. Plan shows no fire extinguishers.
3. Is this building going to be heated? If so, please provide drawings with
specifications.
Additional plans are required to complete an accurate plan review of this project. If
there are any questions please feel free to contact me.
,!7
Chris Huskinson
Fire Inspector
Date: February 17, 2003
Subject:
Customer: Darrell Layton
Design Intelligence, LLC
Engineering Calculations Summary
This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2000 as the basis for the
calculations.
Materials:
Dimensional Lumber — NDS 1997 design values
Concrete: 2500 psi @ 28 days
Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60
Assumptions:
IBC 2000 — Foundations designed for Max Brg Pressure of 1500 psf increased for depth
Design Loads:
Roof Live Load (min) — 20 psf during construction
Ground Snow load = 48 psf,
Roof Snow load= 35 psf
Snow Load Importance Factor — 1.0
Snow Exposure Factor — 0.9
Wind = 90 mph, Exposure B
Wind Importance Factor — 1.0
Wind Exposure = B
Seismic Design Category — D1
Seismic Use Group - 1
References:
IBC 2000
Summary:
All beam sizes and footing sizes are noted on the drawings.
These calculations and included details are for
this location and customer only and not to be
reused in any manner without the written
consent of Design Intelligence.
Designed B .Scot A Spaul , . P.E.
Dat
Checked By:
Date:
~ Design I LLC
3685 W Hwy 33
Rexburg, Idaho 83440
LAYTON AIRCRAFT HANGER
REXBURG
Page 1
Run TReduction
— — — — jRise
..f ____
psf
psf
psf
_ Use
Roof Pitch 7 12
31.2
29.9
27.6
psf
psf
3.8
Roof Pitch 8 12
5.1
Roof Pitch 10 12
, 7.4
Roof Pitch
psf
12 12 9.4
psf
25.6
psf
Wind
Design Wind
Speed 90 mph
Importance
Factor 1
Exposure
B
Simplified Method
Section 1609.6
Applicable loads are shown in bold letters.
Horizontal Loads
End Zone
Interior Zo e
Transverse
Wall
Roof
Wall
Roof
5:12
17.8
-4.7
11.9
-2.6
Longitudinal
12.8
-6.7
8.5
-4
Vertical Loads
End Zone
Interior Zo e
Winward Overhang
Transverse
Windward
Leeward
Windward
Leeward
End Zone
Interior Zo e
Roof
Roof
Roof
Roof
5:12
-15.4
-10.7
-10.7
-8.1
-21.6
-16.9
Zone
8.8
-7.5
Transverse—
-10.1
____
5:12
12.1
~ Design I LLC
3685 W Hwy 33
Rexburg, Idaho 83440
LAYTON AIRCRAFT HANGER
REXBURG
Page 1
• Design Intelligence, LLC
3685 W Hwy 33
Rexbur Idaho 83440
5 7.2 '5
Component and Cladding Design - ��:
Wind
Roof
___
Zone
Overhang .. _ omponent and Cladding Design Wind Pressures - Table
1609.6 2.1
Zone
Longitudinal
---
<8t12 / -----
1 1O ~ ��/�
/ �.-
/ uu 10'
/ oo/ 10 '137 -
1 -100 __. �/ -12.5 1251 -12.8
= ��~ __" -13.3 10 -12.1 �( ,�,/-- ^.~
1O 1O
2 2 ---' -� -- - '� -/ - '^
��/
-24.4 -28.2 '°
10 �' - --- "-
-� --- ---
___ 20 1 0 --18.4 �� /u -256 13 -16.3
2 1 10 -18.4 ---_ 10 -22.1 12.5 -15.3 00 10 1O �
= �
3
3 --_ 20 10 -36.8 10 -28.2
10 1O ----� - �--158 '------��- - 1S � 5 12 � � -14.6
--- --- ~" " -�/
---- �-
�---' 10 ^~�� /a -30.5 ��- -----��
o �" 10 '25.6 13 -16.3
50 10 -22.1 10 '221 12.5 ---
3 100 10 � � -15.3
--_ �/up �u '19.5 12.1| '14.6
2
2
2
2
3
3
3
3
4 10 14.6
4 20 13.9
50 13
4 100 12.4
5 10 14.6
---
uo 13.9
5 50 13
5 100 ----
Area
10
20
50
100
10
20
50
100
< 5:12
-21
-20.6
-20.1
-19.8
-34.6
-27.1
-17.3
-10
16096�.1 He ight and E posure Adjustment Co
LAYTON AIRCRAFT HANGER
REXBURG
-15.8
-15.1
-14.3
-13.6
-19.5
-18.2
-18.5
-15.1 -1�
5:12
-27.2 -27.2
-27.2
-27.2
Page 2
-45.7
-40.5
-33.6
-28.4
efficient =
- 24.7
-24
-23
- 22.2
-24.7
- 24
- 23
-22.2
- Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
Seismic
.
~~��U�00Uc
Reference Code
Site Class A
Site Class B
Site Class C
- Hard Rock
- Dense Soil or Soft Rock
- Stiff Soil
Site Class - Soft Soil
Site Class
1615.1.2
_
1615.1.2
Design Spectral Resp Accel
1615.1.3 SDS = 2/3*SMS
SDI = 2/3*SMI
1616.2 Seismic Use Grou
Group! Non Essential
Seismic Response Coefficient
Steel Moment Resisting Frame
Reinforced Concrete Moment Resisting Frame
AU Other Building Systems
Building Height 20 ft
mate Fundamental Period
Site
Ca=8DS/(9/) =
7
l
- IBC 2000
SMS = FaSs
SM1 = FvS1
8.511/g
0.164 Q
LAYTON AIRCRAFT HANGER
REXBURG
Values for Ss, G1.Fa nd Fv are taken
from Code Contro CD using Zip Code
� C
0.40864 0.5108 0.61296 0.674256
0.13152 0.1644 0.27948 0.333732
0.273789 0.342236
0.088118
Table 1616.3(1)
Table 1616.3(2)
A
0.0456
0.110148
1616.3 Seismic Design Category
1817.8 (Table 1G17.G) Response Modification FonborR=
1818.2 (Table 1GO4.5) Occupancy Importance Foobor|=
Basic Fundamental Period
| /
Ct
0.035
0.03
0.02
Table 1G174.2Cu=
Rigid Bldg
0.0570
Page 3
Fa Fv
1.2 1.7
0.4106832
0.1872516
6
1
1.49
0.0684 0.0753
0.0041 0.0052 0.0088 0.0105
Min Ca=0��SOS°|--- --- ---�
_-_ � = 0.0120 0.0151 0.0181 ------
Design Seismic Response Coefficient
- Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
LAYTON AIRCRAFT HANGER
REXBURG
Site Class I A
Cs = I 0.012& 0.015V 0.0181 0.0199
- — -1 1 I 1
1617.4.1 Equiv Lateral Force Method IV = CsW = 0.0241 W
1617.5.1 Simplified Approach IV = 1.2 *(SDS /R) *W = 0.09035 W
Determine Method of Seismic Analysis f 7
L I
Light Framing Construction Criteria
I — L
2308.2.1 Building stories 1 stories YES
2308.2.2 Bearing wall floor to floor height 14 ft NO
2308.2.3.1 Average DL 1 15
2308.2.3.2 Floor Live Loads psf YES
50 psf NO
--
2308.2.3.3 Ground Snow Load 50 psf YES
2308.2.4 Wind speed 90 mph YES
2308.2.5 Truss Span - -'
50 ft NO
1616.6.1 Simplified Analysis Requirements
Page 4
1. Does Building meet light frame construction criteria ?
2. Is building of any other construction with flexible diaphragms at
every level as defined in section 1602 ? T
Building may use Simplified Analysis Method
NO
2/17/2003
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
Foundation Design j UBC 1997
Allowable Bearing Capacity_
Snow Load
Floor Live Load
Wall Dead Load
Roof Dead Load
Brick Dead Load
Floor Dead Load
Exterior Bearing Walls
Roof Loads
Floor Loads
Wall Load
Stem Wall Load
Footing Load
Total
_ Vertical
Horizontal
Stem Wall
Continuous Reinforcing Count
Vertical - Reinforcing Spacing
1350
0
210
400
208
Reinforcing Requirements
Min Reinforcing Factors
Footing 0.002
Stern Wall
0.0012
0.002
Ibs /ft
Ibs /ft
Ibs /ft
Ibs /ft
Ibs /ft
Footing
Continuous Reinforcing Count
LAYTON AIRCRAFT HANGER
REXBURG
15001psf _Max Roof Span =
LMax Floor Span =
Wall Height =
Stem Wall Height =
Stem Wall Width =
35 psf
40 psf
15 psf
15 psf
0 psf
15 psf
Page 1
Proposed Footing
Width
Depth
2168 Ibs /ft Bearing Pressure =
Reinforcing Bar
— I -
2
4
18
bars
bars
in.
1301
psf
54ft
0 ft
14 ft
4 ft
8 in.
20 in
10 in
02 in *in
OK
2/17/2003