HomeMy WebLinkAboutAPPLICATIONS, BP, MULT DOCS - 06-00545 - Taylor Chevrolet - Storage ShedZ
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CITY OF AEXB URG •
frrr_ - "
BUILDING PERMIT APPLICATION Please c 06 00545
19 E MAIN, REXBURG, ID. 83440
208- 359 -3020 X326 Taylor Chevrolet- Storage Shed
PARCEL NUMBER: ^_ F = a�y,,; �' y (We
SUBDIVISION: UNIT# BLOCK# LOT#
(Addressing is based on ormation - m si Me accurate) /l
U CONTACT PHONE # _ 'S SC, - 6 (o O
PROPERTY ADDRESS
PHONE #: Home (uy-) 36l -7s33 Work (Uj) _37s'- G 4pOV Cell ( )
OWNER MAILING ADDRESS: IMO Ckrrlk n CITY: STATE: 16 ZIP: � rgWO
EMAIL FAX
APPLICANT (If other than owner)
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.)
APPLICANT INFORMATION: ADDRESS
STATE; ZIP
PHONE #: Home (
CITY:
EMAIL FAX
Work (
Cell (
CONTRACTOR
MAILING ADDRESS: 3 3oC ! ldc2 (, CITY dot% STATE ►Z) ZIP '53q/ (V
PHONE: Cellk 35 l -7 `7 Work# Fax#
EMAIL IDAHO REGISTRATION # & EXP. DATE RCE - 2143 I ZII `t l a
How many buildings are located on this property? t
Did you recently purchase this property? No Yes (If yes give owner's name)
Is this a lot split? 0, YES (Please bring copy of new legal description of I
PROPOSED USE: D f�t� -- Zdq . 7
(i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Additiaj, Et
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATIO ` ` a�ylJtlt i
have read this application and state that the information herein is correct and I swear that any information which may hereafter given by me Tanngs a oreti 1 the
Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating
to the subject matter of s a lication and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE:
The building official y vo e a permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact
in the application or the 1 n ch the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days.
Signature of Owner Appl rcant DATE
Do you prefer to be contacted by fax, email or phone? Circle One
WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non - refundable and are paid in full at the time of application beginning January 1, 2005.
City of Rexburg's Acceptance of the plan review fee does not constitute plan approval
**Building Permit Fees are due at time of application** **Building Permits are void if your check does not clear**
2
Building Safety Department
City of Rexburg
19 E. Main ionellh@rexburg.org Phone: 208.359.3020 ext 326
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
Address
CITY OF
REXBURG
Americas Family Community
Affidavit of Legal Interest
State of Idaho
County of Madison
I,
Name
City
State
Being first duly sworn upon oath, depose and say:
(If Applicant is also Owner of Record, skip to B)
A. That I am the record owner of the property described on the attached, and I grant my
permission to:
Name
Address
to submit the accompanying application pertaining to that property.
B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any
claim or liability resulting from any dispute as to the statements contained herin or as to the
ownership of the property which is the subject of the application.
Dated this
day of
a� RV,xsuRc
v o
20
Signature
Subscribed and sworn to before me the day and year first above written.
Notary Public of Idaho
Residing at:
My commission expires:
3
P • 0
lease complete the entire Application!
If the question does not apply fill in NA for non applicable
NAME
PROPERTY ADDRESS
SUBDIVISION
Dwelling Units:
SETBACKS
FRONT
Parcel
Permit#
SIDE SIDE BACK
Remodeling Your Building /Home (need Estimate) $
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
First Floor Area Unfinished Basement are:
Second floor /loft area Finished basement area_
Third floor /loft area Garage area
Shed or Barn I !1 Carport /Deck (30" above
Water Meter Quantity:
Water Meter Size:
Required ►Y �
PLUMBING
Plumbing Contractor's Name: Business Name:
Address City State Zip,
Contact Phone: ( ) Business Phone: ( )
Email Fax
FIXTURE COUNT including roughed fixtures
Clothes Washing Machine
Sprinklers
Dishwasher
Tub /Showers
Floor Drain
Toilet /Urinal
Garbage Disposal
Water Heater
Hot Tub /Spa
Water Softener
Sinks
(Lavatories, kitchens, bar, mop)
Plumbing Estimate $,
(Commercial Only)
Required! Signature of Licensed Contractor
The City of &
License number Date
schedule is the same as required by the State of Idaho
4
0
Please complete the entire Application! If the question doesZiot apply fill in NA for non
applicable
NAME
PROPERTY ADDRESS Permit#
SUBDIVISION
Requiredffl
MECHANICAL
Mechanical Contractor's Name: Business Name:
Address City State Zip
Contact Phone: ( ) Business Phone: ( )
Email F
Mechanical Estimate $ (Commercial /Multi Family Only)
FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only)
Furnace Exhaust or Vent Ducts
Furnace /Air Conditioner Combo
Heat Pump
Air Conditioner
Evaporative Cooler
Unit Heater
Space Heater
Decorative gas -fired appliance
Incinerator System
Boiler
Pool Heater
Fuel Gas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Meter Supply) PSI
Dryer Vents
Range Hood Vents
Cook Stove Vents
Bath Fan Vents
other similar vents & ducts:
Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic
Mechanical Sizing Calculations must be submitted with Plans & Application
Point of Delivery must be shown on plans.
Required! Signature of Licensed Contractor
The City of Bexburg's
License number
Date
schedule is the same as required by the State of Idaho
5
Building Safety Department
City of Rexburg
19 E. Main janellh@rexburg.org Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
City
CITY O F
REXBURG
Cw
Americo Family Community
APPLICATION: "CONSTRUCTION PERMIT"
CONSTRUCTION PERMIT #:
PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO
- APPLICANT INFORMATION:
Business Name:
Office Address:
Office Phone Number: ( )
Contractor Performing the Work:
Contact Person:
- LOCATION OF WORK TO BE DONE:
Street Address Where Work Will Be Done:
Business Name Where Work Will Be Done:
Dates For Work To Be Done:
Contact Person:
Phone Number: ( )
Cell # ( )
PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR:
❑ AUTOMATIC FIRE- EXTINGUISHING SYSTEMS
❑ COMPRESSED GASES
❑ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT
❑ FIRE PUMPS AND RELATED EQUIPMENT
❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS
❑ HAZARDOUS MATERIALS
❑ INDUSTRIAL OVENS
❑ LP -GAS
❑ PRIVATE FIRE HYDRANTS
❑ SPRAYING OR DIPPING
❑ STANDPIPE SYSTEMS
❑ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES
Applicant's Signature Date
APPROVED BY:
To
a4 ReX11
� 9�
U �
State Zip
Cell Phone #
7
0
SUBCONTRACTOR LIST
Excavation & Earthwork: I'10 v<� ,
Le&
-p
Concrete:
Masonry:
Insulation: 'ByLt C, ,1
Floor
Heating:
Special Construction
(Manufacturer or Supplier)
Roof Trusses: l lJ r -ST -
Floor /Ceiling Joi
Siding /Exterior
8
. EXEMPTIONS FROM STATE REATRATION
As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State
registration number or your exemption from the State registration. Please send a copy of your state registration or
fill out this form showing your exemption and send it with your license renewal or your next permit application.
(This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please
see the State's website at www.ibol.idaho.gov /cont.htm
❑ Currently State licensed pursuant to Title 54 Idaho Code, Chapters:
3 Architects,
10 Electrical Contractors /Journeyman,
12 Engineers /Surveyors,
19 Public Works Contractors (exempt from fee only registration required),
26 Plumbing /Plumbers,
45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or
50 Installation of heating, ventilation and air conditioning systems
❑ Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable
activity with no wages or salary
❑ Employee of a US Government agency (State, City, County, or other municipality)
❑ Public Utility doing construction, maintenance, or development to its own business
❑ Involved with gas, oil or mineral operations
❑ Supplier doing no installation or fabricating
❑ Contracting a project or projects with a total cost less than $2000
❑ Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code
• Any type of water district operations
• Work in rural districts for fire prevention purposes
❑ Owner who performs work on own property or contracts with a registered contractor to do work as long as
the property is not for resale within 12 months
❑ Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that
property
❑ Real estate licensee /property manager acting within Idaho Code
❑ Engaging in the logging industry
❑ Renter working on the property where they live with the property owners approval
Cl Construction of a building used for industrial chemical processing per Idaho Code
❑ Construction of a modular building (defined by Idaho Code) to be moved out of state
I hereby certify that the above information is true and correct to the best of my knowledge.
Signature
Print Name
Date
r'7
0
O � RBXBU RC
�4 �O
9�
CITY OF
Building Safety Department
City of Rexburg
19 E. Main janellh@rexburg.org Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
REXBURG
-1--1 _ - - -__ ( . w _________..
Americo Family Community
Business Application Questionaire
(for the purpose of wastewater permitting)
1. Type of business or establishment?
2. Will this business be doing any type of food preparation or cooking?
o
3. What type of food preparation or cooking will be done?
4. Will there be any deep fat frying? Yes No X
5. Will the facility have food disposal systems? O�L3
6. Are you a business planning to occupy an existing building? 7� o
or, are you designing a new facility? _ es� � e p- cpj,,. Q
7. Will your business have chemical storage? Yes No
8. Will this facility operate year round? Yes X No
9. Will there be any grease traps or sumps at the facility? Yes No
10. Will there be any types of chemicals used at this facility, other than household
cleaning solutions? Yes No
11. Is there any manufacturing of products at this facility? Yes No x
Applicant Signature
Date
0
Building Safety Department
City of Rexburg
19 E. Main janeiih@rexburg.org Phone: 208.359.3020
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
OF gVAB URC
`' ry
o
C I T Y O F
REXBURG
Americas Family Communiq
Site Plan Checklist
Permit Number:
Application Information
Applicant: (, . � ry � -r'v 'ne: 3 ( t�c� 0 FAX:
Applicant's Address: !R( S . Lf r City: , ,, ST: 1v Zip:
Project Address:
Recorded Owner: ,; ,— , , `� - Phone: 3S - 6 Leo FAX:
Recorded Owner Address: City: ST:
Development Information
Zip:
❑ 1. Site plan must be drawn to scale, be legible and also be submitted electronically if possible.
❑ 2. Adjoining streets labeled.
❑ 3. Right -of -way location and width, curb to curb widths and sidewalk location.
❑ 4. Building location, sq footage and dimensions, with distance to property lines and distances
between buildings.
❑ 5. Show existing and proposed easements.
❑ 6. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains).
❑ 7. Proposed utilities including tie in location to existing services and new easements.
❑ 8. Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch basins).
❑ 9. Storm drainage plan for parking lot and roof areas, with calculations.
❑ 10. Fire hydrants and fire suppression lines (including tie to City lines).
❑ Sprinkled ❑ Not Sprinkled
❑ 11. Indicate Fire apparatus access.
❑ 12. Parking (including parking lot, drainage arrows, dimension of lot, distance between rows, and total
numbers).
❑ 13. Landscaping (type and total area, including dimensions).
❑ 14. Trash facilities.
❑ 15. North Arrow
❑ 16. Drawing to Scale, including a graphic scale (11 I/2 x 17" paper if possible).
❑ 17. Proposed street improvements (curb, gutter, sidewalk, pavement, etc.)
❑ 18. Legal description of proposed building site included.
❑ 19. Percent of lot covered by building or paving calculated.
❑ 20. Show 10% snow storage area.
❑ 21. Distance of entrances from street corner indicated.
❑ 22. Current Vicinity Map. (81/2 x 11 ") at 1" = 300' scale, showing location of the property.
❑ 23. Lighting Plan
NOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROJECT WILL BE
PLACED ON THE PLANNING & ZONING AGENDA. °'E'
Nov 09 2006 8:34AM Prestige Electric, LLC (208)357 -2003
Nov 02 06 06:13p GasShaar 20A3S607
Building Safety Dep
4
79 E Morn jmelAArexbwq.o% Phone.
Rewg 7D 63440 wwwrexbLvg.org
P. 1
p.1
0600545
Taylor Chevrolet- Storage Bldg
OWNEWS NAME
PROPER ADDRESS
SUBDIVISION
PHASE LOT BL
Requimd I
Electrical Contmctoe's Name j Bush
Addiess 510 Al- 1&0 City S)
Cell Phone ( ) v0a (— 3 4 T t B usbwss Phone
Fax ( ) 33 ?— a0o3 Ftna;t�
E l Esdmate {cost of wk*g ar uhV � ��15
MPBS OFINSTALLATION
(New Readenoal iadweAcs evwrydzuW conawmd wsd$w dw xwdendat mu
_ Up to 200 amp Service*
201 to 400 cusp Service*
Over 400 amp Sccvicce"°
Existing Residential (7t# of Branch Circuits)
Temporary Construction Service, 200 amp or less,
Spa, Hot Tub, Swimming Pool
Electric Central Systems Heating and /or Cwlwg {
WA no addidomi winp?)
Madukr, Manufac -med or Mobile None
Other Installations: Wiring not specifically covem
Cost of Wring & labor: �(
Pumps (Domestic Water, Irrigation, Sewage)
Requested Inspections (of existing wiring)
Tempo" Amusement /Industry
"Ynd a mszimam of 3 inspections. Additional frnpeetkm% charged ar=quao
447 S
MW used Con Liccsne nua *w
Name
35'7 -1%19
Y ONLY)
mndarrachcdgarsWAr eke ssaae three)
location (for 9 petal not to exceed I yeas)
not parr ofs new aetidmtdW Constructionpcmait
any of the above
impaction raft of $40 hour.
Data
�C.frOrt lrl�4
WE
NOV 9 2006
CITY OF REXBURG
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0600545
Taylor Chevrolet- Storage Bldg
�,� I CITY OF REXBI � F'
Teton Structural En�ers, PC
136 S State
Shelley ID 83274
(208) 357 -2420
(208) 357 -2419 Fax
JOB TITLE TjMjpr Chev. Storage 30x60x13
&,6,,j ,Idaho
JOB NO. 206319 SHEET NO.
CALCULATED BY EV13
CHECKED BY MDG
DATE 10/16/06
DATE
www.struware.com
0600545
Taylor Chevrolet - Storage Shed
STRUCTURAL CALCULATIONS
FOR
Taylor Chev. Storage 30%60x13
� , Idaho
Z! � TI9 0N
a
STRUCTURAL ENGINEERS
A PROFESSIONAL CORPORATION
Date NOV 0 1
Project - -S^V 2,o f.- C)A Project # Zo6 31 2
Designed 1 0
Checked
Sheet I of k �
136 South State Street • Shelley • Idaho • 83274
(208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419
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136 South State Street • Shelley • Idaho • 83274
(208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419
� TP MN 0
STRUCTURAL ENGINEERS
A PROFESSIONAL CORPORATION Date NO 0 1 2006
Project e A C-V , Project # 2-06,2 1 q
Designed M c 67 Checked Sheet Z of
136 South State Street • Shelley • Idaho • 83274
(208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419
Teton Structural Engineer OOB ITLE Taylor Chev. Storage 30x6OxI3
136 S State St Idaho Falls, Idaho
Shelley ID 83274 NO. 206319 SHEET NO. 3 p
(208) 357 -2420 CALCULATED BY EVB DATE 10/16/06
(208) 357 -2419 Fax CHECKED BY MDG DATE
www.struware.com
CODE SUMMARY
Code: International Building Code 2003
Live Loads:
Roof
0 to 200 sf: 20 psf
Mean Roof Ht (h)
200 to 600 sf: 24 - 0.02Area, but not less than 12 psf
9.7 psf
over 600 sf 12 psf
Floor
0 psf
Stairs & Exitways
0 psf
Balcony
0 psf
Mechanical
N/A
Partitions
N/A
Dead Loads:
Floor
10.0 psf
Mean Roof Ht (h)
Roof
9.7 psf
1 II
Roof Snow Loads:
1.00
Exposure Category
Design Roof Snow load
=
31.1 psf
Flat Roof Snow Load
Pf =
36.2 psf
Snow Exposure Factor
Ce =
1.00
Importance Factor
I =
1.00
Thermal Factor
Ct =
1.10
Ground Snow Load
Pg =
47.0 psf
Rain on Snow Surcharge
=
0.0 psf
Sloped -roof Factor
Cs =
0.86
Wind Desian Data:
Basic Wind speed
90 mph
Mean Roof Ht (h)
15.5 ft
Building Category
1 II
Importance Factor
1.00
Exposure Category
C
Enclosure Classif.
Partially Enclosed
Internal pressure Coef.
+1-0.55
Directionality (Kd)
0.85
Earthauake Desian Data:
Seismic Use Group:
=
I
Importance Factor
I =
1.00
Mapped spectral response
Ss =
61.00 %g
accelerations
S 1 =
18.80 %g
Site Class
=
D
Spectral Response Coef.
Sds =
0.534
Shc =
0.257
Seismic Design Category
=
D
Basic Structural System
=
Bearing Wall Systems
Seismic Resisting System
=
Light frame walls with shear panels - wood structural panels /sheet steel panels
Design Base Shear
V =
0.082W
Seismic Response Coef.
Cs =
0.082
Response Modification Factor
R =
6.5
Analysis Procedure
=
Equivalent Lateral -Force Analysis
Teton Structural Engine, PC
136 S State St
Shelley ID 83274
(208) 357 -2420
(208) 357 -2419 Fax
JOB E Taylor Chev. Storage 30x60x13
Idaho Falls, Idaho
JOB NO. 206319 SHEET NO.
CALCULATED BY EVB DATE 10/16/06
CHECKED BY MDG DATE
www.struware.com
Code Search
I. Code: International Building Code 2003
11. Occupancy:
Occupancy Group = S Storage
Ill. Type of Construction:
Fire Rating:
Roof = 0.0 hr
Floor = 0.0 hr
IV. Live Loads:
Roof angle (0) 4.00 / 12 18.4 deg
Roof 0 to 200 sf. 20 psf
200 to 600 sf. 24 - 0.02Area, but not less than 12 psf
over 600 sf: 12 psf
Floor
0 psf
Stairs & Eaitways
0 psf
Balcony
0 psf
Mechanical
N/A
Partitions
N/A
V. Wind Loads: ASCE 7 - 02
Importance Factor
1.00
Basic Wind speed
90 mph
Directionality (Kd)
0.85
Mean Roof Ht (h)
15.5 ft
Parapet ht above grd
0.0 ft
Exposure Category
C
Enclosure Classif.
Partially Enclosed
Internal pressure
+1455
Building length (L)
60.0 ft
Least width (B)
30.0 ft
Kh case 1
0.855
Kh case 2
0.855
Topographic Factor (Kzt)
Topography
Flat
Hill Height (H)
0.0 ft
Half Hill Length (Lh)
0.0 ft
Actual H/Lh =
0.00
Use H/Lh =
0.00
Modified Lh =
0.0 ft
From top of crest: x=
0.0 ft
Bldg up /down wind?
downwind
H/Lh= 0.00
K, =
x/Lh = 0.00
K =
z/Lh = 0.00
K =
At Mean Roof Ht:
Kzt = (1 +K ^2 =
H< 15ft;exp C
:. Kzt
0.000
0.000
1.000
1.000
S
2
Speed -up
V(Z) x(upwind) x(downwind)
� �— HIS
H
2D RIDGE or-3D AXISYMMETRICAL HILL
ESCARPMENT
V(Z)
Teton Structural Engi> , PC JOB TITLrmlavlor Chev. Storage 30x6Ox
136 S State St Waho Falls, Idaho
Shelley ID 83274 JOB No. 206319 SHEET NO. 5 O
(208) 357 -2420 CALCULATED BY EVB DATE 10/16/06
(208) 357 -2419 Fax CHECKED BY MDG DATE
V. Wind Loads - cont.:
Gust Effect Factor
h =
15.5 ft
use this h :
15.0 ft
B =
30.0 ft
Calculated /z =
15.0 ft
Use this /z :
15.0 ft
Rigid Structure
/s =
0.20
1=
500 ft
zmin =
15 ft
C=
0.20
9Q, gv =
3.4
L Z =
427.1 It
Q=
0.93
I Z =
0.23
G =
0.89 use G = 0.85
Enclosure Classification
Flexible structure if natural frequency < I Hz (T > 1 second).
However, rule of thumb if building is if h/B < 4 then rigid structure.
h/B = 0.50 Therefore, probably rigid structure
G = 0.85 Using rigid structure default
Flexible or Dynamically Sensitive Structure
Natural Frequency (n =
0.0 Hz
Damping ratio ((3) =
0
/b =
0.65
/a =
0.15
Vz =
76.0
N, =
0.00
R. =
0.000
R h =
28.282 1 1 = 0.000
R B =
28.282 T1 = 0.000
R L =
28.282 1 1 = 0.000
g R =
0.000
R =
0.000
G =
0.000
Test for Enclosed Building: A building that does not qualify as open or partially enclosed.
Test for Open Building: All walls are at least 80% open.
Ao >_ 0.8Ag
Test for Partially Enclosed Building:
h = 15.5 ft
Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following:
Ao >= 1.1Aoi
Ao > smaller of 4' or 0.01 Ag
Aoi / Agi <= 0.20
Where:
Ao = the total area of openings in a wall that receives positive external pressure.
Ag = the gross area of that wall in which Ao is identified.
Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao.
Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag.
Reduction Factor for large volume partially enclosed buildings (Ri):
If the partially enclosed building contains a single room that is unpartitioned , the internal
pressure coefficient may be multiplied by the reduction factor Ri.
Total area of all wall & roof openings (Aog): 0 sf
Unpartitioned internal volume (Vi) : 0 cf
Ri = 1.00
Altitude adjustment to constant 0.00256 :
Altitude = 4600 feet Average Air Density = 0.0667 lbm/ft'
Constant = 0.002231
Input
Test
Ao
164.0 sf
Ao >_ LlAoi YES
Ag
427.5 sf
Ao > 4'/ 0.01Ag YES
Aoi
0.0 sf
Aoi / Agi <_ 0.20 YES Building IS Partially Enclosed
Agi
1207.5 sf
Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following:
Ao >= 1.1Aoi
Ao > smaller of 4' or 0.01 Ag
Aoi / Agi <= 0.20
Where:
Ao = the total area of openings in a wall that receives positive external pressure.
Ag = the gross area of that wall in which Ao is identified.
Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao.
Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag.
Reduction Factor for large volume partially enclosed buildings (Ri):
If the partially enclosed building contains a single room that is unpartitioned , the internal
pressure coefficient may be multiplied by the reduction factor Ri.
Total area of all wall & roof openings (Aog): 0 sf
Unpartitioned internal volume (Vi) : 0 cf
Ri = 1.00
Altitude adjustment to constant 0.00256 :
Altitude = 4600 feet Average Air Density = 0.0667 lbm/ft'
Constant = 0.002231
Teton Structural Engin�, PC
136 S State St
Shelley ID 83274
(208) 357 -2420
(208) 357 -2419 Fax
DATE
V Wind Loads - MWFRS h <_60' (Low -rise Buildings) Enclosed /partially enclosed only
Z0NE2:1essorcf
Q.5B=2.Sh
JY 2 isM gvisn
•unrn n�c xncax
>1MP3!3 UI.Ax_
IO 8J I!
Transverse Direction
Kz = Kh = 0.85 (case 1)
Base pressure (qh) = 13.1 psf
GCpi = +1-0.55
P ARAEJZ L T
lIDGE
Torsional loads are
25% of zones 1 - 4.
See code for loading
diagram
iR�TD D MW IMN
Edge Strip (a)
End Zone (2a)
Zone 2 length =
3.0 ft
6.0 ft
15.0 ft
Wind Surface nressures (psf)
1
Transverse Direction
Longitudinal Direction
2
Perpendicular 0 = 18.4 deg
Parallel 0 = Odeg
Surface
GCpf
w/ -GCpi
w/ +GCpi
GCpf
w/ -GCpi
w/ +GCpi
1
0.52
1.07
-0.03
0.40
0.95
-0.15
2
-0.69
-0.14
-1.24
-0.69
-0.14
-1.24
3
-0.47
0.08
-1.02
-0.37
0.18
-0.92
4
-0.42
0.13
-0.97
-0.29
0.26
-0.84
5
-0.45
0.10
-1.00
-0.45
0.10
-1.00
6
-0.45
0.10
-1.00
-0.45
0.10
-1.00
lE
0.78
1.33
0.23
0.61
1.16
0.06
2E
-1.07
-0.52
-1.62
-1.07
-0.52
-1.62
3E
-0.67
-0.12
-1.22
-0.53
0.02
-1.08
4E
-0.62
-0.07
-1.17
-0.43
0.12
-0.98
Wind Surface nressures (psf)
1
14.0 -0.4
12.5 -2.0
2
-1.8 -16.3
-1.8 -16.3
3
1.1 -13.4
2.4 -12.1
4
1.8 -12.7
3.4 -11.0
5
1.3 -13.1
1.3 -13.1
6
1 1.3 -13.1
1.3 -13.1
lE
17.5 3.0
15.2 0.8
2E
-6.8 -21.3
-6.8 -21.3
3E
-1.6 -16.1
0.3 -14.2
4E
-0.9 -15.3
1.6 -12.9
Windward roof overhangs: 8.9 psf (upward) add to windward
roof pressure
Parapet
Windward parapet: 0.0 psf (GCpn = +1.8)
Leeward parapet: 0.0 psf (GCpn = -1.1)
Horizontal MWFRS Simple Diaphragm Pressures s
Transverse direction (normal to L)
Interior Zone: Wall 12.2 psf
Roof -2.9 psf
End Zone: Wall 18.4 psf
Roof -5.2 psf
Longitudinal direction (parallel to L)
Interior Zone: Wall 9.1 psf
End Zone: Wall 13.7 psf
JOB TITLE T r Chev. Storage 3Ox6O
IMWFal ls, Idaho
JOB NO. 206319 SHEET NO. 'r 0
CALCULATED BY EVB DATE 10/16/06
CHECKED BY MDG
WINDWARD M WINDWARDROOF
LEEWARD ROOF
! 1 1 1 1! 1 1! 1
VERTICAL
d
3
TRANSVERSE ELEVATION
M WINDWARDROOF
LEEWARD ROOF
1 1! 1 1 1 1 1 1!
VERTICAL
Lj2orZQNE2
LONG=UDWAL ELEVATION
Longitudinal Direction
Teton Structural Engin�PC
136 S State St
Shelley ID 83274
(208) 357 -2420
(208) 357 -2419 Fax
Gust Effect Factor (G) = 0.85
Base pressure (qz) = 17.2 Kd psf
V. Wind Loads - Components & Cladding: Buildings h <60' & Alternate design 60' <h <90'
Kz = Kh (case 1) = 0.85 GCpi = +1-0.55 NOTE: If tributary area is greater than
Base pressure (qh) = 13.1 psf a = 3.0 ft 700sf, MWFRS pressure may be used.
Minimum parapet height at building perimeter = 0.0 ft
Roof Angle = 18.4 deg
Type of roof = Gable
Roof
Ares
Negative Zone 1
Negative Zone
Negative Zone
Positive All Zone:
Overhang Zone
Overhang Zone
Walls
Area
Negative Zone 4
Negative Zone 5
Positive Zone 4 & 5
Para et
GC +/- GC i
Surface Pressure ( sf)
User input
10 sf
50 sf
100 sf
10 sf
50 sf
100 sf
20 sf
70 sf
-1.45
-1.38
-1.35
-19.0 psf
-18.1 psf
-17.7 ps
-18.6 ps
-17.9 ps
-2.25
-1.90
-1.75
-29.5 psf
-24.9 ps
-23.0 ps
-27.6 ps
-24.0 ps
-3.15
-2.73
-2.55
-41.4 psf
-35.8 psf
-33.5 ps
-39.0 psf
-34.7 ps
1.05
0.91
0.85
13.8 psf
11.9 psf
11.2 ps
13.0 psf
11.6 ps
-2.20
-2.20
-2.20
-28.9 ps
-28.9 psf
-28.9 ps
-28.9 psf
-28.9 ps
-3.70
1 -2.86
-2.50
-48.6 psf
-37.6 psf
-32.8 ps
-43.8 psf
-35.3 ps
GC + / -, GC i
Surface Pressure ( sf)
User input
10 sf
100 sf
500 sf
10 sf
100 sf
500 sf
50 sf
200 sf
-1.65
-1.47
-1.35
-21.7 psf
-19.3 psf
-17.7 ps
-20.0 psf
-18.6 ps
-1.95
-1.60
-1.35
-25.6 psf
-21.0 ps
-17.7 ps
-22.4 ps
-19.6 ps
1.55
1.37
1.25
20.3 psf
18.0 ps
16.4 ps
18.7 psf
17.3 ps
qp = 0.0 psf
JOB TITLE Taylor Chev ,,&rage 30x60x13
Idaho Falls,
JOB NO. 206319 SHEET NO. U-
CALCULATED BY EVB DATE
CHECKED BY MDG DATE
Solid Parapet Pressure
10 sf
100 sf
500 sf
CASE A : Interior zone :
0.0 psf
0.0 psf
0.0 psf
Corner zone:
0.0 psf
0.0 PS f
0.0 ps f
CASE B : Interior zone :
0.0 psf
0.0 psf
0.0 psf
Corner zone :
0.0 psf,
0.0 psf,
0.0 PSf
CASE A = pressure towards building
CASE B = pressure away from building
Rooftop Structures & Equipment
Dist from mean roof height to centroid of Af = 10.0 ft
Height of equipment (he) = 0.0 ft
Cross - Section Square
Directionality (Kd) 0.90
Width (D) 10.0 ft
Type of Surface N/A
Square (wind along diagonal)
Cf = 1.00
Af = 10.0 sf
Adjustment Factor (Adj) = 1.90
F = qz G Cf Af Adj= 13.1 Af
F = 131 lbs
h/D = 0.00
Square (wind normal to face)
C =
1.30
A =
10.0 sf
Adjustment Factor (Adj) =
1.900
F = q G C A Adj=
17.1 Af
F =
171 lbs
Teton Structural Engin., PC JOB TITL for Chev. Storage 30x60x13
136 S State St o Falls, Idaho
Shelley ID 83274 JOB NO. 206319 SHEET NO. p
(208) 357 -2420 CALCULATED BY EVB DATE 10/16/06
(208) 357 -2419 Fax CHECKED BY MDG DATE
VI. Seismic Loads: IBC 2003 htt0egint.er.usgs.gov /eg- men /html /lookup- 2002 - interp- 06.html
Seismic Use Group: I
Importance Factor (I) : 1.00
Site Class : D
Ss (0.2 sec) = 61.00 %g
S1 (1.0 sec) = 18.80 %g
Fa = 1.312 Sms = 0.800 Sds = 0.534 Design Category = D
Fv= 2.048 Sml = 0.385 Shc = 0.257 Design Category= D
Seismic Design Category = D IBC Section 1616.3 Exception Applies
Number of Stories: 1
Structure Type: Not applicable
Plan Structural Irregularities: No plan Irregularity
Vertical Structural Irregularities: No vertical Irregularity
Flexible Diaphragms: No
Building System: Bearing Wall Systems
Seismic resisting system: Light frame walls with shear panels - wood structural panels/sheet steel panels
System Building Height Limit: 65 ft
Actual Building Height (hn) = 15.0 ft
See ASCE7 Section 9.5.2.2.4 for exceptions and other system limitations
DESIGN COEFFICIENTS AND FACTORS IBC2003
Simplified Analysis
Response Modification Factor (R) = 6.5 6.5
System Over - Strength Factor (S2o) = 3 3
Deflection Amplification Factor (Cd) = 4 4
Sds
Shc
Code Reference Section for Detailing
Seismic Load Effect (E)
Special Seismic Load Effect (Em)
PERMITTED ANALYTICAL PROCEDURES
0.534
0.257
2306.4.1 / 2211 p = redundancy coefficient
p Q +/- 0.2S D = p Q +/- 0.107D Q = horizontal seismic force
92o Q +/- 0.2S D = 3.0 QE +/- 0.107D D = dead load
Index Force Analysis (Seismic Category A only)
Simplified Analysis - Permitted
Design Base Shear V= 1.2SdsW/R =
0.099W
Equivalent Lateral -Force Analysis
- Permitted
Building period coef. (C =
0.020
Approx fundamental period (Ta) =
CTh,x =
User calculated fundamental period (T) =
Seismic response coef. (Cs) = Sdsl/R =
need not exceed Cs = sat t /RT =
but not less than Cs = 0.044SdsI =
USE Cs =
Model, Linear & Nonlinear Response Analysis
ALLOWABLE STORY DRIFT
Method Not Permitted
Cu = 1.44
0.152 sec x= 0.75 Tmax = CuTa = 0.220
0 sec Use T = 0.152
0.082
N/A
0.023
0.082
Design Base Shear V = 0.082W
- Permitted (see code for procedure)
Structure Type: All other structures
Allowable story drift = 0.020hsx where hsx is the story height below level x
Taylor Chev. Storag6*x60x13
Date and Time: 10/16/2006 2:57:30 PM
MCE Parameters - Conterminous 48 States
Zip Code - 83401 Central Latitude = 43.515383
Central Longitude =-111.892828
MCE MAP VALUES
Short Period Map Value - Ss = 61.0% g
1.0 sec Period Map Value - S1 = 18.8% g
RESIDENTIAL DESIGN INFORMATION
Short Period Map Value - Ss = 61.0% g
Soil Factor for Site Class D - Fa = 1.31
Residential Site Value = 2/3 x Fa x Ss = 53.4% g
Residential Seismic Design Category = D1
St-r 9 O � I 1
Teton Structural Engil� PC
136 S State St
Shelley ID 83274
• (208) 357 -2420
(208) 357 -2419 Fax
JO LE Taylor Chev. Storage 30x60x13
Idaho Falls, Idaho
JO o. 206319 SHEET NO. Q l7 1
CALCULATED BY EVB DATE 10/16/06
CHECKED BY MDG DATE
VII. Snow Loads:
Pf= 0.7 *Ce *Ct *I *Pg = 36.2 psf
Pf min = 0.0 psf
Roof slope =
18.4 deg
Horiz. eave to ridge dist (W) =
15.0 ft
Roof length parallel to ridge (L) =
60.0 ft
Type of Roof
Hip or gable
Ground Snow Load Pg =
47.0 psf
Importance Category =
II
Importance Factor I =
1.0
Thermal Factor Ct =
1.10
Exposure Factor Ce =
1.0
Flat Roof Snow Load Pf = 36.2 psf
Rain on Snow Surcharge = 0.0 psf
Unobstructed Slippery
Surface (per Section 7.4) = yes
Sloped -roof Factor Cs = 0.86
Design Roof Snow Load (Ps) = 31.1 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams
and other areas shall be loaded with half the
Building Official Minimum = 31.1 psf design roof snow load so as to produce the
greatest possible effect - see code.
Unbalanced Snow Loads - for Hip & Gable roofs onlv
701W + 0.5 = 5.2 deg Unbalanced snow loads must be applied
Windward snow load = 0.0 psf
Leeward snow load = 46.7 psf = 1.5Ps /Ce
Leeward Snow Drifts - from adiacent higher roof
Exposure Factor, Ce
Upper roof length
lu =
100.0 ft
Projection height
Exposure of roof
0.0 ft
Terrain
s =
Fully
Partially Sheltered
A
1.00
n/a
1.1
1.3
B
hb =
0.9
1.0
1.2
C
he /hb <0.2 = -1.0
0.9
1.0
1.1
D
Drift width
0.8
0.9
1.0
Above treeline
0.0 psf
0.7
0.8
n/a
Alaska -no trees
Projection height
0.7
0.8
n/a
Design Roof Snow Load (Ps) = 31.1 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams
and other areas shall be loaded with half the
Building Official Minimum = 31.1 psf design roof snow load so as to produce the
greatest possible effect - see code.
Unbalanced Snow Loads - for Hip & Gable roofs onlv
701W + 0.5 = 5.2 deg Unbalanced snow loads must be applied
Windward snow load = 0.0 psf
Leeward snow load = 46.7 psf = 1.5Ps /Ce
Leeward Snow Drifts - from adiacent higher roof
Upper roof length
lu =
100.0 ft
Projection height
h =
0.0 ft
Building separation
s =
0.0 ft
Adjacent structure factor
1.00
Snow density
y =
20.1 pcf
Balanced snow height
hb =
1.55 ft
he =
-1.55 ft
he /hb <0.2 = -1.0
Therefore, no drift
Drift height
hd =
0.00 ft
Drift width
w =
-41.05 ft
Surcharge load:
pd = g *hd =
0.0 psf
Windward Snow Drifts - Against walls, parapets, etc more than 15' long
Building roof length
lu =
170.0 ft
Projection height
h =
0.0 ft
Snow density
y =
20.1 pcf
Balanced snow height
hb =
1.55 ft
he =
-1.55 ft
hc/hb <0.2 = -1.0
Therefore, no drift
Drift height
hd =
0.00 ft
Drift width
w =
-37.03 ft
Surcharge load:
pd = g *hd =
0.0 psf
Lu
Surcharge Load
Due to Drifting
h J he
Balanced Snow Load
Teton Structural Engina PC
136 S State St
Shelley ID 83274
(208) 357 -2420
(208) 357 -2419 Fax
JOB TITLE Taylor Ch torage 30x6Ox13
JOB NO. 206319 SHEET NO. I O
CALCULATED BY EVB DATE 10/16/06
CHECKED BY MDG
DATE
Roof Design Loads
Items
IDescription
Multiple
I psf (max)
sf min
Roofing
Metal Roof deck, 1.5, 22 ga.
1.7
1.2
Deck
7/16" plywood /OSB
1.6
1.4
Framing
Wood Trusses @ 24"
3.0
2.5
Insulation
R -30 Fiberglass insul.
x 2.0"
1.8
0.9
Ceiling
7/16" plywood /OSB
x 1 ply(s)
1.6
1.4
Sprinklers
None
0.0
0.0
Mech & Elec
None
0.0
0.0
Misc.
0
1
0.0
0.0
Actual Dead Load
• 9.7
• 7.4
Use this DL instead
20.0
0 9.0
Live Load
20.0
0.0
Snow Load
31.1
0.0
Wind (zone 2 - 100sf)
11.2
-23.0
ASD Loading
Dead + Snow Load
40.8
-
Dead + 0.75(Wind
+ Snow) Load
41.4
-
0.6 *Dead+ Wind Load
-
-18.5
LRFD Loading
1.21) + 1.6 S + 0.8W
70.3
-
1.2D+ 1.6W +0.5S
45.0
-
0.91) + 1.6W
-
-30.1
Roof Live Load Reduction Roof angle 4.00/12 18.4 deg
0 to 200 sf: 20.0 psf
200 to 600 sf. 24 - 0.02Area, but not less than 12 psf
over 600 sf: 12.0 psf
300.0 sf: 18.0 psf
400.0 sf: 16.0 psf
500.0 sf: 14.0 psf
User Input: 450.0 sf. 15.0 psf