HomeMy WebLinkAboutB02-0083TOWNOF VAIL
75 S.FRONfAGEROAD
VAIL, CO 8r657
970-479-2138
Job Address:
Location.......:
Parcel No....:
Project No . :
Occupancy:
Type Construction:
Type Occupancy:
Fireplace Informalion: Restricted:
ADD/ALT COMM BUILD PERMT
O VAIL
Phillips 66
2t0311415004(furoa-aq (
Permit #: 802-0083
DEPARTMENT OF COMMLTNITY DEVELOPMENT
U,,^\ A.r-a S.l','"-t^-'-
-anU'.1 \
J,r".-J* A
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
owNER S-M PETROLEW PROPERTTES rNC04 /22/2002
7051. S I'NIVERSITY BI.,VD #305
LTTTLETON CO
40122-1539
L,icense:
Status. .
Applied.
lssued . .
Expires .
Phone:
CoNIRACTOR iI.IJ. VIEIJE CONSTRUCTION 04/22/2002 Phone': 97O-476-3082
1000 s FRolfrAGE RD w, #202
VAIL CO
81657
License: 188-A
APPr-,rcANT stephen Richards Architect 04/22/2002 Phonel. 328- 6287
Box 1114
Eagle, CO
Richards@Vail.net 81631
License: 188 -A
Desciption:
Canopy remodel; Refinish exterior and redo rear retaining
wall.
Add Sq Ft:
# ofGas Logs: 0
,: ISSUED.: 04122/2002
. : 05/13/2002.: lll09/2002
# of Wood Pellet: 0
53A4
V l-HR Type V l-Hour
,,,|
Valuation: $298,000.00
# of Gas Appliances: 0
$1, 532 . 00 Restuarant Plan Review-->
$995.80 DRBFee---------->
$0.00 RecreationFee---------->
$3.00 Clean-uPDePnsit----->
TOTAL FEES----------->
FEE SUMMARY ati*'rrl:t***r*atr**'r:l**trr*:t**t'rrrt')rr+:t*l:tr*l|r'r+**ar*a'taa:tr*tr
Building------>
Plan Check->
Investigation->
will Call-----.>
s0. 00
$0.00
$0.00
s2 , 530 .80
Total Calculal€d Fees->
Additional Fees----->
Total Permit Fee---->
Pa)ments--_.---->
BALANCE DUE------>
s2 , s3o.8o
s0.00
92,530.80
92,530.80
$0.00
Approvals:Item: 05100 BUILDING DEPARTMEM|
o5/Lo/2oo2 Jw Action:
Item: 05400 PLAIiINING DEPARTMENI
o5/to/2oo2 ao Action:
ItEMr O55OO FIRE DEPARI'IqNTT
Item: O5500 PIJBT,IC WORKS
AP
t,tt*++++r"+*I**++t**a|'l'tt'l*,*t'l'l|+
\04/3Q/2002 LS Action: Ap IF ELEC LINE IN
ROW IS NOT PER HOLY CROSS SPEC. PHIIJIJIP 55 WTLI' NEED TO
LOWER I.INE AT THE OUINERS (PHII,LIP 55) COSTS.
t'|tt *a t * 't* t a* t *.t*
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I a$ee to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV
Scrd Clero-up Depocit To: N/A
T 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
SICNA OF OWNEROR NTRACTOR FOR HIMSELF AND OWNET
tl
PAGE 2
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CONDITIONS OF APPROVAL
Permit #: 802-0083 as of 05-13-2002 Status: ISSUED
***'i****,***** *'l'ta'
'1.
* 'i,i!t,* 'i** * ** !* *,i ** * '| * * * ** * **:* * !* *!t * * * **:t *:t * *** **** d. * * * ** * * * {.:}. 'f
!* * * ** * *.t** * * '} * '} *'f **!*** *;t * *:i
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 04/22/2002
Applicant Stephen Richards Architect Issued: 05/1312002
. 328- 6287 To Expire: 1110912002
Job Address: 0 VAIL
Location: Phillips 66
ParcelNo: 210311415004
Description:
Canopy remodel; Refinish exterior and redo rear retaining
wall.
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FORCODE
COMPLIANCE.
l*ltta{'lt******t*********+++*ttlr*t}*ltl'*+********l*'}***{'*'}**{r'}tf*+*+*****|t+****a******+*{t*a**+**
TOWNOFVAIL, COLORADO Stat€ment
taa**ta****a*a**:3*+**at+ff*ft't*tt+t**tt*aa+a**at*t+*t*f'if*a**t**tit**a*l****aaf++f**++aa****
Stalement Number: ROOOOO2345 Arnount: $2,530.80 05/t3/2oo2t0:27 Alt
Payment Method: Check fnit: IJC
Notation: #50000,/iI.rJ.
Vie]-e
Permit No: 802-0083 Tl/I)e: ADD,/Ar.,T COMM BUrr,D PERI{T
Parcel No: 210311415 0 04
Site Addrese: 0 VAIL
L,ocation: PhilliDs 56
Total Fees: $2,530.80
This Payment: $2,530.80 Total AJ,L Pmts: $2,530.80
Balance: S0.00
**l *ri * * *'t't * * ** * * *** * * * ** * * '|*** +**{r* **** * * a * * | * * a t f ** *'}'}** +{"t*** *'}*** ***** * * * ***** t,},}'} fa**tfl
ACCOUNT ITEM LIST:
Account Code Description Current ftnts
BP OO1OOOO31111OO BUILDING PERI.I]T FEES i,532.00
PF 00100003112300 PLAN CHECK FEES 995.80
t.lc OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
fi91,".
9et-creOt Se-r-.-..-
.Q..\ L$J+L<.-
Project #:
NVN0FUtn
75 S. Frontage Rd.
Vail, Colorado 81657
Contact and Phone
Arr., ollo( f.n) 4llo.Uez
Town of Vail Reo. No.:
loa-a1.V,bq,lnc.
$", n U.Xn l rr^;,1, ?;:)# ?,tl
COMPTETE VATUATIONS FOR BUILDING PERMIT (lAbOr & MAtETiAIS
BUILDING: $ #,W.-ELECTRICAL: 5 (nd orHER: 5 1ft,M.-
PLUMBING: $ J,aoo.MECHANIC,AL: $7 t&=rorAl: $ ?4errea=
For Parcel # Conhct Assessorc Office at 970-328-8640 or visit
)ob Address:@ (^Lululrob Name: ([,il;W 6b..'Wlrl
Adi//esgjE,xJll+
alla,'L*ir*l wr *qi
WorkClass: New() Additio;( ) nemodelfl() Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interirrt ) Erterior ( ) Both (X )
Type of Bldg.: Single-family ( ) Two-family ( ) MultFfamily ( ) Commercial $Q Restaurant ( ) Other ( )
No. of Accommodation Units in this building: -No. of Existing Dwelling Units in this building:
GasLoos( ) Wood/Pellet( ) WoodBurn
Does a Fire Sprinkler System Exist: Yes ( ) NoDoes a Fire Alarm Exist: Yes ( ) No
**************************************FOR OFFICE USE ONLY**************************************
(Xher Fees:
DRB Fees:
Public Wav Permit Fee:
F:/everyoneforms/Udgperm NECD APN
Questions? Callthe Building Team at 479-2325
Project Name:*lJ
Project Address:
This Cheklist must be ompleted before a Building Permit appliation is
acepted.
6
7
6 All pages of application is complete
d nasDRB approval obtained (if required) Provide a copy of approvat form tlli;O" It t^*.,( !rJ-*
Condominium Association letter of approval attached if p@ect is a Multi-Family complex
Complete site plan submitted
/ puOlirway Permit application included if applicable (refer to Public Works checklist) lrlt drlhg lht.
y' Staging plan included (refer to Public Works checklist) No dumpster,parkino or material storaoe
allowed on roadways and shoulders without written aooroval
o/ Asbestos test and results submitted if demolition is occurringuf Architect stamp and signature (All Commercial and Multi family)
o Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
o Window and door schedule
6 fuil structural plans, including design criteria (ie.loads)
./d Structural Engineer stamp and signature on structural plarls (All Commercial and Multi Family)
q Soils Report must be submitted prior to footing inspection
o Fire resistive assemblies specified and penetrations indicated
o Smoke detectors shown on olans
o Types and quantity of fireplaces shown
Appticant'ssisnature: /$*OFZ
Date of submittal:
F :/e\€ryone/forms/bldperm2
Received By:
HOW DID WE RATE W[rH YOU?
Torm ofVailSurvey
Gommunity Development Departnent Russell,Forresl Direstor,(970)479-2139 :
Check allthat applies- ' ,
1. Which Department(s) did you contact?
lf no, why not?=
.J
5. Was this your fqltme to fle a DRB app /- PEC app
Bldg Permit X N/A
I b1t) ffntttedge; responsiveness, availability)
Building =,Environmenbl_ Housing_Admin
Planning F DRB _ PEC _
2. Was your inilial contact with our sbff imrned id"y'-slow
-no one available ?
3. lf you were required to wait how long was it before you were. helped? '--
44. Was your prolect reviaved on a timely Oasid& tXo
i',,. ,, ,,'.
7. Overafl effectiveness of fre Front Se rvceCouy{p + I
8. What is the best lime of day fur you to use tre Front Service
2l
Counter?
9. Any commenb you have which r,vould allow us b better serve you
nexttime? --
Thank you for taking the time to complete fris survey. We are
commitbd b improving ourservice.
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING
"PUBUC WAY PERMIT'':
ONS REGARDING THE NEED FOR A
WHEN A *PUBLIC WAY PERMIT" IS REQUIRED
QUESN
Does demolition work being performed require the g,Be of the Right-of-Way, easements or
public property? YES_ NO /
Is any utility work needed? YES . NO,/
D
o
o
o
tr
D
Is this a new residence? YES NO
Is the driveway being repaved?YES ./ NO_
Is a different access needed to the site other than the existing driveway? YES_No/
--Is any drainage work\dng done that affects the Right-of-Way, easements, or public property?
YES NO ./
YEs / NoD
o
Is a "Revocable Right-of-Way Permit" required?
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES
,J::*.f *ffb,r r parkins, stasins or fencins plan required by Public Works?
If you ansrruered YES to any of these questions, a "Public Way Permit" must be obtained,
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
C.ontractor Signature
Job or Project Name:
Date Signed:
F :/everyone/forms/bldpenn4
NO
Company Name
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Building Permit Aoplication.
If yes was answered to any of the questions then a "Public Way" permit is required. you
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission folwinter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to peform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
NOTE: The bbove process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is rcquired
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
F :/everyone/forms/bldperm5
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Depaftment revieq and a review
by the Building Depaftment, the estimated time for a total review will take as long as three (3)
weeKs,
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projecls may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Signature
F :everyone/forms/bldperm3
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19
-
PW*:I T'! T T T
Parcer#:l I n n - I n I - ! r - I I I
Brds.Permito'E I l,I I I I
1.Job Nam6 StreEt Address n n n-Tl (ltunknowncell
LJ L_J LJ | | 479.2139 6x1.0)2.Excavaling Contreclor Name Maillng Address TOV Contractor's License Number REOUIRED
()
Phone #
3.
4.
Start Date
Work is for (circte one) Water
Completion Date
Sewer Gas Electric Telephone CATV
(Pormit Expiration Oate)
Landscaping Temp. Site Access
Other
5.Trench-width
(min.4')
Bond Amount $
6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
7.Bubber out-riggers are required on
Asohalt surfaces underneath the
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
ST BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to proc6ss.
Depth
TotalSF $
Total LF $
Permit Fee Total Permit Fee $
Public Service Nalural Gas Group (1-800'922'19871
Public Service Company (1
U.S. West (1 -800-922-1 987)
TCI Cablevision of the Rockies (1-800-922'1987)
Eagle River Water & Sanitation District (970-476-7480, elt. 114)
Holy Cross Electric Company (1-800-922-1987)
Town ol Vail Electricians (970479-2158)
Town of Vail lnigation (970-479'2158)
Town of Vail Public Wofks Construction Inspeclor (970-479'2198)
9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the
Public Works Department prior to issuance ol the pennit'
All excavation must be done by hand within 18" ot utilities - (Senate Bill 172)'
Failure to notify
10.
11.
tfre fown will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection f€e.
12, I certify that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as requir€d.
Conuactor's Signature ol Agreemont
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
Prlnt name cleady Date of Signature
While - Public Works
Yellow - Contractor
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
o The Town of Vail Public Works Depaftment will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culvefts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Depaftment for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
o Also, the Town of Vail Public Works Department will be approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Ceftificate of Occupancv issuance.
Agreed to by:
Project Name:
Date Signed:
F :/everyone/forms/bldperm6
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBUC WAYS PROHIBITED
q Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
o Notice; Abatement: The Director of Public Works may notifu and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
o Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or @uses another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
D Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A.T AND 7-3A-33 PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
D No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(i968) 5 1)
o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord, 2(1968) g 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or RelationShip.to Project:
Date Signed:
F :/everyone/forms/bl dpermT
Revised Design Calculations
Structural Steel Fueling Ganopy
Feather Petroleum Go. - Phillips 66
Vail, Colorado
Town of Vail
Supplied by:
Kustom Kanopies, Inc.
2765 Midland Dr.
Ogden, UT 84r';01
Designed by:
Mountain View Engineering, Inc.
345 North Main Street
Brigham City, UT 84302
James O. Moore. P.E.
OFFISE GOPY
6 oL'c)o $t
12 pages of calculations
{;"8
MAR 14TM
Mountain View Engineering
P.O. Box 839, Brigham City, Utah 84302
Job:
Phone (435)734-9700 Fax. (435)734-951 9 By:
Kustom Kanopies #3910: MVE Project#20057
Subject:Feather Petroleum Co. - Phillips 66, Vail, Colorado
DESIGN CRITERIA
Snow Load =
Dead Load =
Seismic Zone =
Wind Speed =
Exposure =
CANOPY DIMENSIONS
Length =
Width =
Fascia Height + Mansard =
Canopy Clear Height =
Total Height of Canopy =
Number of Column Rows =
Number of Columns/Row =
LATERAL
Wind
Ce=
Co=
9s=
Pw=
Total Base Shear 19 =
SEISMIC
\ra -
R=
!!=
ULT Total Base Shear (V; =
ASD Total Base Shear (V) =
ULT Lateral Load Each Column =
ASD Lateral Load Each Column =
Distance From Base =
FOOTINGS (oer UBC 1806.8.2.2)
Allowable Soil Pressure =
Vertical Column Load =
Round Ootion
Diameter =
Req. Depth (see page Z) =
Actual Depth =
q actual =
q (allowable) =
Page:
Date: 03111102
Brad
80 psf
20 psf
I
80 mph
psf
psf
kip
kip
kip
kip
kip
kip
fa
CONTINUOUS PURLIN LAYOUT
Purlin Spacing =
Edge Distance Each Side =
Left Cantilever =- Bay(s) @
Right Cantilever =
w (DL) =
w (LL) =
From Page 3, Use
o.zc
?
10
23.5
10
0.125
0.500
W1Ox22
ft
ft
ft
ft
ft
ktf
krf43.5 ft
35fi7.'t7 ft'15 ft
22.17 ft
z
2
.'! {a
1.3
16.4
1
1E.t7
T,JI
n 4a
2.2
60.90
8.30
3. VJ
2.08
1.98
16.33
1500
.to
6.12
6.75
1,n 7
3225
7.5 ft10 ft (max)
7.5 ft
21.75 ft
2.72 kip10-87 kip2.23 kip
8.91 kip
W12 x 30
CONTINUOUS BEAM LAYOUT
Left Cantilever =3 Bay(s) @
Right Cantilever =
Maximum Tributary Width =
Pt (DL) =
Pr (LL) =
Pz (DL) =
Pz (LL) =
From Page 4, Use
COLUMN
Column Specification:
Fv=
Length =
Moment at Base =
S (required) =
S (actual) =
Unity Check (from pgs 5 and 6l
16" Dia. x 1l4" Pipe
36 ksi
16.33 t32.30 kip-fi17.94 in348 in3
1.33 0K
psf
kip
fi
a
ft
psf
psf
ANCHOR BOLTS (AISC A-36)
No. Bolts per Connection =
Diameter =
Mean Anchor Bolt Spacing =
Seismic
ULT Connection Force =
ULT Overfuming Moment =
ULT Tension (each bolt) =
ULT Shear (each bolt) =
ULT Tension (allowable) =
ULT Shear (allowable) =
UniV Check =
41.25 in16.00 in
4.15 kip
67.82 kip-ff25.43 kip1.04 kip39.78 kip
20.57 kip0.69 0K
Wind
Connection Force =
Overtuming Moment =
Tension (each bolt) =
Shear (each bolt) =
Tension (allowable) =
Shear (allowable) =
Unity Check =
1.98 kip32.30 kip-ft12.'11 kip
0.49 kip
31.12 kip
16.09 kip0.42 0K
@ rout{TAn YIEU
\P*,Eitf 1TE"T,F"'I$;if !^c;,,,
Phone (4J5) 7J4-9700 Fox (aJ5) 7J4-9519
Poge 2
Jq6 VA|L, C0LORADo #3910 Dote Q3/11/02
Sub ject
4J'-6"
RLBy
10'-0"2J'-6",. t0'-0'
7'-f0' ,_ 7'-r0' ,- 7'-10"
P l"rPB
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Bl = W12xJ0 BEAM
82 = WExlS
P = W10x22 PURLIN
Cl = 16.OXT, PIPE COLUMN
C2 = EXISIING TS 5x5x/. COLUMN
PB = 1L1'x1tr1"x16 GA. PURLIN ERACE
iiountain View Engingeering
, 345 North [|ain Street
Brigham City, Utah 84302
Phone: (435) 734-9700
Far: (,|:l5) 734-9519
Title : Struclural Design of Fueling Canopy Job I
Dsgnn bw Date: 5:58PM, 11 IiLAR 02
D€scriptlon : Vail. Colorado
Ur.r KW0602:r?9. V.. 5.1 .3, 22-Jurts i999 Win3l
(c) 19!t9! E-'IIERCALC
Description
Multi-Span SteelBeam
Purlin
General lnformation
Fy - Yield Stress 50.00 ksi
Spans Considered Continuous Over Supports
Calculaffons are dosign€d to AISC gtr Edition ASD and 1997 UAC Requir€ments
Load Duralion Factor 1.00
n Infomation
Description
Span
Sleel Sectlon
End Fintv
Unbraced Length
c€nlilovor centgl lpgn cantilsv6r
10.00 23.50 10.00lvlorzl W1t'e2 Wlorzl
F.s+Pin Pin-Pin Pin-F.oo1.00 7.83 1.00
Dead Load
Live Load
Ufi
k/ft
Results
Mmax @ Cntr
@x=
Max @ Left End
Max @ Righl End
fr : Actual
Fb : Allowable
fo : Aclual
Fv : Allowable
0.00
0.00
0.00
-31.25
16,160.0
33,000.0
Eendlng OK
2,560.6
20,000.0
Shsa. OK
11.89
'11.75
-31.25
-31.25
16,160.0
27,@1.7
Bondlng OK
3,008.7
20,000.0
Shear OK
0.00
0.00
-31.25
0.00
16,160.0
33,000.0
BeDdlng OK
2,560.5
20,000.0
Shear OK
k-fi1
fti
k-fti
k-ft
psl
psl
psi
psl
Reactions & Deflections
Shear @ Lefi
Shear @ Right
Reactions...
OL @ Lefr
LL @ Left
Total @ Left
DL@ Right
LL @ Right
Total @ Right
Max. Deflection
@x=
SpadDenedion Ratio
k
K
k
K
k
k
k
k
in
i
0.00
0.00
0.00
2.72
10.87
13.59
-0.546
0.00
439.6
7.34
7.U
2.72
10.87
't3.59
2.72
10.87
13.59
-0.164
11.75
't,720.8
I zlz I
t10.87 |-r55r
0.00
0.00
0.00
-0.538
10.00
446.0
t.23k
84 lrr
6.25
0.00
0.00
6.25
-l
=la,L&anIo_ll r-IL25 J
Yz
Geon^ Loadigj 0,1;r^^^ '
?,
v/ ru-
u/ rvuo
Colv+ra ai1
a,,J, €^-s'Ti'.1,4
,'1.5 lo 1. >
C 4u-nt
Mountain View Engingeering
, 345 North Main Strcet
Brigham City, Utah 84302
Description
Title : Slructural Design of Fueling Canopy Job #
tlsgnn bw Date: 6:39pM. 11MARO2
Description : Vail, Colorado
Beam
(with existing columns)
Phone: (€5) 73+g7OO
rax (+r!)zit-gstg scopo: or.. Ll
R.v: srqrc:f \(^rf r
lliii#E"i:1""J.:r,.,2-.,u.-1!oe.wn32 Multi-Span Steel Beam
General Information
Fy - Yield Slress 50.00 ksi
Spans Considered Continuous O\rer Supports
Calculatlons arc docign€d to A|SC gth Edition ASD and l9g7 UBC RequtFmonts
Load Duration Factor 1.00
lnformation
Description
Span
St6€l S€ction
End Fixity
unbraced Langth
ft
i
ft
cdrtil€ver
7.50 5.00 10.00wl2x30 w12x30 WtA30Fr€ePin Pin-Pin Pin-pin4.50 3.25 4.00
cantilavar5.00 7.50Wl2x30 m2r30
Pin.Pin Pin-Fr6o3.25 4.50
Loads
rd Used
DL
LL
@x
DL
LL
@x
k
K
ft
k
k
ft
Yeg
2.230
8.910
3.000
2.230
8.910
7.000
0.00
2.95
k-fr
nl
k-nl
k-fr
l
psii
pst j
I
psi i
psl
i
I
Yes
2.720
10.870
1.750
Ye!
2.720
10.870
3.250
0.00
0.00
-12.51
€1.15
19,024.9
33,000.0
Bondlng OK
s,785.6
20,000.0
She.rOK
Ye3
2.720
10.870
4.500
Point #2
Results
Mmax @ Cntr
@x=
Max @ Left End
Max @ Right End
b : Aclual
Fb : Allo\ €ble
to : Adual
Fv : Allowable
0.00
61.15
19,024.9
33,000.0
B.ndlng OK
4,235.8
20,000.0
Shear OK
0.00
0.00
{1.15
-12.51
19,024.9
33,000.0
B€rdlng OK
5,785.6
20,000.0
Shear OK
20.91
7.00
-12.51
-12.51
6,505.0
33,000.0
Beddir€ OK
3,172.1
20,000.0
Sh.ar OK
0.00
7.40
€1.15
0.00
19,024.9
33,000.0
Bending OK
4,235.8
20,000.0
Sh€ar OK
Point #1
tlountain Mew Engingeering
34!i North tlain Stneet
Brighim City, Utah 8,0302
Phone: (rB5) 73+9700
Fax: (rB5) 734-9519
R.Y: 510301
Usa: |(W{!O2/Y9, v.. 5.i 3. 22rlun-1990. Wi,}!2
(c) r9E'8 ENERCATC
Description
Tltle : Stfuctural Design of Fueling Canopy Job #
Dsgnr: bw Da!a:12:08PM. 29 JAN Oz
De.criptlon : Vail, Colorado
SteelGolumn
Existing Columns
(vertical loading only)
General Information
Stoel S€ction
Column Height
Calculatlorc a]€ dGigned to AISC gth Edition ASD and 1997 UBC Roquirements
TIl5Xsx,t/4
15.570 ft
Fy
Duration Faclor
Elastic Modulus
X-X Unbraced
Y-Y Unbraced
46.00 ksi
1.330
29,000.00 ksi
15.670 ft
15.670 ft
X-X Sidesway :
Y-Y Sidesway :
K!(
Kvv
Restrained
Restrained
2.000
2.000
End Fixity Fix-Free
Live & Short Term Loads Combined
Loads
Axial Load...
Dead Load
Live Load
Short Term Load
3.25 k
12.95 k
k
Ecc. tor X-X Axb Moments
Ecc. for Y-Y Axis Moments
Column Design OK
section : TS5X5X1/4, Height = 15.67fr, Axiat Loads: DL= 3.25, LL= i2.95, sr= o-ook. Ecc. = o.oooin
Unbraced Lengths: X-X= 15.67fl, y-y= 15.67fi
Combined stEss Ratios oead Live oL + LL DL + sT + (LL if Chosen)
AfSC Formula H1 - 1 O. j 82t O.72Sg O.9OZ9 0.6826
AfSC Fomula H1 - 2 O.O2S7 O.tO22 0.1279 0.0961
AISC Formula Hl - 3
XX Axis : Fa calc'd per 1.5-2, K'Ur > Cc
Stresses
YY K*Ur >
Allorable & Actual Stlesses
Fa : Allowable
h : Actual
Fb:)c( : Allo# [F3.1]
fu : x< Aclual
Fb:yy : Allow [F3.1]
fu : yy Actual
Doad
3.89 ksi
0.71 ksi
30.36 ksi
0.00 ki
30.36 ksi
0.00 ksi
Live
3.89 ksi
2.82 ksi
30.36 ksi
0.00 ksi
30.36 ksi
0.00 ksi
OL + LL DL + Shorl
3.89 ksi
3.53 ksi
30.36 ksi
0.00 ksi
30.36 ksi
0.00 ksi
5.17 ksi
3.53 ksi
40.38 ksi
0.00 ksi
40.38 ksi
0.00 ksi
Values
F.ex : DL+LL
F ey : DL+LL
F ex : DL+LL+ST
F'ey : DL+LL+ST
Max X-X Axis Deflection
3,887 psi
3,887 psi
5,170 psi
5,170 psi
0.000 in at
DL+LL 1,75
DL+LL 1.75
DL+LL+ST 1.75
DL+LL+ST 1.75
0.000 in at 0.000 lt
Cm:x DL+LL 0.60
Cm:y DL+LL 0.60
Cm:r DL+LL+ST 0.60
Cm:y DL+LL+ST 0.60
0.000 fi Max Y-Y Axis Defleclion
Cb:x
Cb:y
Cb:x
Cb:y
Mountain View Engingeering, 3.f5 ltlorft ilain Street
Brigham City, Utah 84302
Phone: (rB5) 734-9700
Far (,li35) 734.95'9
Titl€ : Structural Oesign of Fueling Canopy Job {
Dsgnr: bw Date: 6:43PM, 11 lvlAR 02
Desctip0on : Vail, Colorado
U!..: KW.6O2.179. V.r 5.1 .3. ?2-Ju|]-1909_ win:tz
(c) rF-tt ENERCAIC
Description
SteelColumn
New Columns
(vertical and lateral loading)
General Information
Sleel S€c{ion
Column Hebht
Calculatlons arc dGign€d to A|SC gth Edition ASD and i997 UBC Requinments
P16
't6.330 fl
Fy
Duration Factor
Elastic Modulus
X-X Unbraced
Y-Y Unbraced
36.00 ksi
1.330
29,000.00 ksi
15.330 fr
16.330 ft
X-X Side$r/ay :
Y-Y Sidesway :
Kx
Kvv
Restrained
R€strained
2.000
2.000
End Finty Fix-Free
Live & Short Term Loads Combined
Loads
Arlal Load...
Dead Load
Li\€ Loed
Short Term Load
Polnt lateral Loadr...
Along Y-Y (strong axis moments)
Along X-X ( y moments )
7.60 k
30.44 k
k
Ecc. fior X-X Axis Moments
Ecc. for Y-Y Axis Moments
LL ST
1.980 k
"k
tn
In
Heioht
16.330 fi
fi
DL + Short
21 .80 ksi
3.07 ksi
31.60 ksi
8.09 ksi
3l .60 ksi
0.00 ksi
Fa : Allowable
fa : Actual
Fb:n: Allow [F3.11
fr: n Adual
Fb:yy : Allow [F3.11
fu : yy Actual
DL
Oead
15.39 ksi
0.61 ksi
23.76 ksi
0.00 ksi
23.76 ksi
0.00 ksi
Live
16.39 ksi
2.46 ksi
23.76 ksi
0.00 ksi
23.76 ksi
0.00 ksi
DL+LL
16.39 ksi
3.07 ksi
23.76 ksi
0.00 ksi
23.76 ksi
0.00 ksi
Column Design OK
Section:P16, Height = 16.33ft, Axiat Loads: DL= 7.60, LL= 30./14, ST= 0.00k, Ecc.= o.OOOin
Unbraced L6ngths: X-X = 16.33ft, y-y= 16.33fi
Combined Str$s RatiG Dead Live DL + LL DL + ST + (LL if Chosen)
AISC Formula H1 - 1 O.1SO1 0.1875
AISC Formula Hi - 2 0.1139 0j423
AISC Fomula Hl - 3 0.0375 O.39ZO
XX Axis : Fa calc'd per 1.5-1, K*Ur < Cc
Stre€ses
Values
F ex : DL+LL
F ey : DL+LL
F ex : DL+LL+ST
Fey : DL+LL+ST
Max X-X AxF Defrection
30,141 psi
30,141 psi
40,088 psi
40,088 psi
{.446 in at
Cm:x DL+LL 0.60
Cm:y OL+LL 0.60
Cm:x DL+LL+ST 1.00
Cm:y DL+LL+ST 0.60
16.330 fr Max Y-Y Axis Defleclion
Cb:x DL+LL 1.75
Cb:y DL+LL 1.75
Cb:x DL+LL+ST 1.00
Cb:y DL+LL+ST 1.75
0.000 in at 0.000 ft
Mountain View Engingeerlng
345 North Main Street
Brigham City, Utah 84:t02
Phone: (rB5) 734-9700
Fax: (lE5) 734€519
Title : Structural Design of Fueling Canopy Job #
Dsgnn bw Date: 6:/+4PM, 11 iil,AR 02
De3cdption : Vail, Colorado
Rrv: 5t0302
Us.r KW.OOU4?o. V.r 5.1 .3, 22-Jun"l9€€. Wn32(c) 196199 ENERC LC
Description Embedment Depth
General Information
Max Passive
Load duration faclor
Pole B Cirorlar
Diameter
Restrain€d @ Surface
Pole Embedment in Soil
Point Load
distanca from base
Distributed Load
distance to top
distance to bottom
1 ,980.00 lbs
16.330 ft
0.00 #/fi
3.000 ft
0.000 fr
Homentr @ Surface...
Point load 32,333.40 ft+ Totat Mom€nt 32,333.40 fr+
oistributed toad o.oo Totat Laterat 1,g8o.oo lbs
vvith Surface Rastralnt..
Req'd Depth 8.i23 ft
Pressure @ Base...
Actual 1 ,221.62 pst
Affowable 1,221 .62 Wl
Surface Restraint Force 8.507.05 tbs
Mountain Mew Engingeering
.345 Noilh Main Street
Brigham City, Utah 84302
Phone: (4it5) 73.1-9700
Fax: (435) 734-9519
Title : Structural Design of Fueling Canopy Job #
Osgnr: bw Date: 6:2OpM. i j i/tAR 02
D6cription : Vail, Colorado
Scop€ :affi _f-Ea__lt_
i 3fi,ii:11f;'.,!?rru.-iesewn32 Multi-Span Steel Beam ^^.-. ,, 0 i
Descrlption Deck
General Information
Fy - Yield Stress 40.00 ksi
Information
Calculations ar€ deslgnad to A|SC gth Edition ASD and 1997 UBC Requirements
Load Duration Factor
7.08 7.08
Description
Soan
Stoel Soction
End Fixity
Unbraced Length
PioPin Pinfin0.00 0.00
Dead Load
Live Load
Mmax @ Cntr
@x=
Max @ Lefr End
Max @ Right End
b : Actual
Fb : Allowable
0.00
0.00
0.00
-0.43
0.0
30,000.0
B.ndlng OK
0.0
16,000.0
Ovgrstrass
0.19.if}\bs+/
0.18
3.49
-0.40
-0.43
0.0
0.0
Bendlng OK
0.0
0.0
Shear OK
0.00
0.00
-0.4
0.00
0.0
0.0
Bendlng OK
0.0
Shear OX
0.20 0.203.54 3.54
k-ft1
fti
k-ft
k-ft
0.20
3.54
fu: Actual osi
Fv : Allowable osi
0.0
30,m0.0
Bondlng OK
0.0
16,000.0
Overstress
-0.39
-0.40
0.0
30,000.0
B€ndlng OK
0.0
16,000.0
Overstreae
-0.40
-0.40
0.0
30,000.0
Eendlng OK
0.0
16,000.0
Ov€rstress
-0.40
-0.40
0.0
30,000.0
Bendlng OK
0.0
16,000.0
OvgrStres€
-0.40
-0.40
0.0
30,000.0
Bendlng OX
0.0
16,000.0
Ove.Str€s3
Spans Considered Continuous Over Supports
Reactions & Deflections
Shear @ Lefr
Shear @ Riltht
Reactions...
DL @ L€fi
LL @ Left
Total @ Left
DL @ Right
LL @ Right
Total @ Right
Max. Doflec{ion
@x=
Span/Deflection Ratio
Ki
K
I
kl
ki
kr
k
K
|(l
ini
fi.
I
0.00
0.@
0.00
0.10
0.s3
U.OJ
-0.171
0.00
422.2
.20
0.34
0.33
0.10
0.s3
0.53
0.11
0.56
0.67
-0.049
3.59
't,737 .7
FTR
0.34
0.34
0.1 1
0.57
0.67
0.11
0.57
0.67
-0.055
3.54
1,554.6
z
0.34
0.34
0.11
0.57
0.67
0.11
0.56
-0.100
3.54
u7.o
0.33
0.34
0.34
0.34
0.33
0.34
0.00
0.28 o.28
0.00
lul^, (+) For*ir =
fln, (-J hr^;r =43 er.n :
0.11
0.56
0.67
0.11
0.57
u.o/
-0.057
3.54
1,496.5
t, 1o in.t<
e' lL i. k
0.11nE7
0.67
0.11
0.57
0.67
-0.055
3.54
1,538.4
6.6n ,'n. 1a
S.az it lc
0.11 0.100.56 0.530.67 0.630.10 0.000.53 0.000.63 0.000.000 0.0000.00 3.000.0 ffi.#
r/*,
4ot
?T^
I NC.
s43A? (435)734-9740
P. A. Tampa, Florlda10? EAST FOREST
Copyrlght 1991
!{OUNTAIN VIEW ENGINEERING,
STREET BRIGHAI.I CITY, UT
by Tondelli. Engineerlng,
dUSTOI'IER : KUSTOI't KANOPIES
JOB NU}.IBER :
DESCRIPTION : ROOF PANEL
PANEL COVERAGE
THEORETICAL FLAT I{IDTH
DEPTH OF PANEL
DATE .. @?- I7 -2@@T
= 15. OO IH
= 23.9?91 IN
= 3.@@ IN
PANEL SECTION PROPERTIES
FDR : 15 filCH ROOF PANEL
ltaterial : Steel-, Yield ot 40 ksi
PANEL ToP IN col.tPREssIoN PANEL BoTToM IN C0},|PRESSI
Ix Sx Ma Ix Sx t'ta
in4/tt j-n3/ft In-klp/ft 1n4/ft 1n3/ft ln-klpGA
t
THICK
in
WT
P5F
a,')
26
6.
@.
8L
1l
@.
@.
5.
6.
39
69
@.
@.
@.
@.
I7
2?a296
a346
3744
67 19
?232
2793
?993
3645
17 4I
2ra6
IA @.@4€@ gl
Section properlies
5x and lta ar'e for
@.8932 6-3722 a.91 @.541il o.333@ 9A
ar.e cslcuLated irr accordance rith 1986 AISI Specifications.
strees deterrnirrati on, Ix ie for deflectiorr determinatiorr.
END BEARING ALLOIiED FAR 2. O IN.
I}ITERIOR BEARIN6 ALLOWED FOR 3.
E}ID BEARING ALLOI.,IED FOR 2.O IN.
INTERIOR BEARING ALLOI''ED FOR 3.
END BEARING ALLOWED FOR 2. O IN.
INTEEIOR EEARING ALLO}'ED FOR 3.
rS @. Ige K/FT FOR O.@29A TN. THICKNESS
ar rN. I5 0.332 N/FT FOF @-6?96 rN- THrc.lil{s5s
IS @.?97 K/FT FOF O, @346 IN. THICKNESS
O IN. I9 @.729 K/FT FOR O. @346 IN. THICKNESg
rs @.6A7 K./FT FOrr @.@46@ IN. THICHNESS
A IN. I5 r.?96 K/F'l' FCIR a.a4A6 IN, THICKNEgS
MAXIMU}I ALLOI{ABLE SPANS III FEET
FOR : 16 INCH RODF PANEL
!/IND SUCTIDN (UPLIFT) LOADS
LOAD
P5F
30
GA
11
(Per 1985 AISI
SII{PLE SPAN
5TRESS
13. 5
Sections C3. ?,c3.3, C3.4)
2 SPANS
5TRE5S
15.5
13.8
15.4
17. S
12. b
t4. 1
r6. 3
LL.7
13. O
t5. o
14. 9
12.2
14. I
ro. 3tl.5
13. 3
9.8
ro,9
t?.6
30 15.: L7.3 t8.5
.:r q .:t.:)
:o
IB
22
3|a
1S
')1
3|a
1S
?2
30ls
22
30ls
t'a
?ols
1?. 2
r3. 5
r5. B
ll.l
L2.4
r5.4
lla. 3
11.5
14. 2
9.6
10. s
r3.3
9. I
l@. :
12.5
4.5
9.6
tl.9
3|a
35
40
45
50
VALUES FOR 3 DR }IORE SPANS ARE BASED ON
ABOVE CAPACITIES HAVE BEEN INCREASED BY
4 SPANS
33.L/3/. AS PER AISI SEC. A4.4
QT,
3 DR MORE SPA},Is
5TRES5
L6.7
15.
'ZL6.7
19. 2
13. 7
15. :
L7.6
12. b
14. I
16.3
ll.8
r3. 2
tEi >
11. L
L2.4
14. 3
1@. 5
11. a
13. b
DENOTES LOAD CONTROLLED BY I.IO}IEHT IN EETWEEN SUPPORTS
THESE LOAD SAPACITIES ARE FOR THE PANEL ITSELF. FRAI.IES, PURLINS, CLIPS,
FASTENERS, AND ALL SUPPORTS MUST 8E DESIGI.IED TO RESIST ALL LDADS IMPOSETI
BY THE PANEL.
FOB FULL PANEL CAPACITY (ESPECIALLY ON SHORT SPANS), BEARIN6 },!UST 8E CHECKET)
USING ACTUAL LOADS AND BEARING LEN6THS.
Mountain View Engingeering Title : Structural Design of Fueting Canopy Job #
- 345 North Main Street Dsgnn bw Date: 6;46pM, 11 MAR 02' Brighain City, Utah 84302 D6crlptlon : vail, colorado
illli;ff;"li#;T" Scope: a,,Rlv:5roa'r (,.+ tt--
i";",ffilrcl$..'.3.22r!n-1eee.$,h32 MUlti-Span Steel Beam
Description Steel Channel
General Information
Fy - Yield Str€ss 50.00 ksi
Spans Considered Conlinuous Over Supports
Calculatlon! a'e degign€d to AISC gth Edition ASO and 1997 UBC Requir€ment3
Load Duralion Factor
Information
Description
Soan
Steel Socton
End Fixitv
Unbraced Length
c€nlrlov€a
3.00
c8x8.2
Fr€o-Pin
3.00
6.25
c6x8.2
Pin-Pin
1.33
canlilevat
6.25 2.OOc6X82 C6X82
Pi lPin Pin-Froe1.33 2.00
Dead Load
Live Load
Ufl
Uft
Results
Mmax @ Cntr
@x=
Max @ Lefl End
Max @ Right End
fr : Actual
Fb : Allonable
fv : Aciual
Fv : Allowable
0.00
-2.99
8,223.7
30,000.0
Bendlng OK
1,662.5
20,000.0
Sh6ar OK
0.68
3.33
-2.99
-2.'17
8,223.7
3i:',000.0
B€ndlng OK
1,841.9
20,000.0
Shear OK
2.21
1.95
0.66
3.54
4.21
0.66
3.50
4.16
{.003
3.45
25,y7.9
I E{
3.33
-2.17
-1.33
5,953.6
33,000.0geBdlng OK
1,843.3
20,000.0
Shear OK
2.21
1.94
0.00
2.00
-1.33
0.00
3,655.0
30,000.0
Eendlng OK
1,108.3
20,000.0
Shear OK
0.00
0.00
k-fr
fr
k-n
p8l
psi
psl
psl
Shear @ Left
Shear @ Right
Reaction3...
DL @ Left
LL @ Lefi
Total @ Lefr
DL @ Risht
LL @ Right
Total @ Right
Max. Def,eclion
@x=
Span/Def,ection Ratio
'.ik
l.Kl
kl
.klnl
fri
0.00
1.99
0.00
0.00
0.00
u.oo
3.54
4.21
-0.054
0.00
1,327.1
1.33
0.00
0.66 0.523.50 2.764.16 3.270.52 0.002.76 0.003.27 0.004.021 0.0103.25 2.003,515.2 4,78.2
Reactions & Deflections
Mountain Mew Engingeering
3i+5 Ngrth Main Steet
Brigham City, Utah 84302
Phone: (4i!5) 734-9700
Fax:734-9519
Title ; Structural Design of Fueling Canopy Job #
Dsgnr: bw Date: 6:48pM. 11MARO2
Oescriptlon : Vail, Colorado
R!v:5l03ol, Llt r KW,602a79. Vcr 5.1.3. 22rl/n-t99e. Wh!2(c) r9l3-09 EIIEFCALC
Description Frame Column
SteelColumn
General Information Calculationr are de3igned to AISC gth Ediuon ASD and lgg7 UBC Requir€ments
St6el Secoon
Column HeEht
TS2X2X3/16
5.000 fl
Fy
Duration Factor
Elastic Modulus
X-X Unbraced
Y-Y Unbraced
46.00 ksi
1.330
29,000.00 ksi
5.000 ft
5.000 ft
X-X Sidesway :
Y-Y Sidesway :
l(s
Kvv
Restrained
Restrained
1.000
1.000
End Fixity pin-pin
Live & Short Term Loads Combined
Loads
Axial Load...
Dead Load
Uve Load
Short Term Load
Ecc. tor X-X Axis Moments
Ecc. for Y-Y Axis Moments
Live
'17.61 ksi
2.76 ksi
30.36 ksi
10.48 ksi
30.36 ksi
0.00 ksi
DL+LL
17.61 ksi
3.28 ksi
30.36 ksi
12.46 ksi
30.36 ksi
0.00 ksi
DL + Short
23.12ksi
3.28 ksi
40.38 ksi
12.46 ksi
40.38 ksi
0.00 ksi
2.000 in
in
.5-1
I Strosses
Allowabl€ t Actual St€ls€!
Fa : Allo$rable
fa : Actual
Fb:,o( : Allo,t/ [F3.11
b:)o(Actual
Fb:yy : Allow [F3.11
b : yy Actual
30.36 ksi
'1.98 ksi
30.36 ksi
0.00 ksi
Golumn Design OK
seclion : Ts2x2x3/16, Height = 5.00fi, Axiat Loads: DL= 0.66, LL= 3.50, sr= o.ook. Ecc. = 2.oooin
Unbraced Lengths: X-X= 5.00ft, y-y= 5.00fr
combin€d stcss Ratios Dead Live DL + LL DL + sr + (LL if chosen)
AISC Fomula Hl - 1 0.3935 0.4756
AISC Formula Hl - 2 0.4450 0.5289
AISC Fomula Hl - 3 0.0946 0..t483
XX Axis : Fa calc'd per 1.5-1, K,Ur < Cc
F ex : DL+LL
F'ey : DL+LL
F ex : DL+LL+ST
F ey : DL+LL+ST
Max X-X Axis Deflection
21,818 psi
21,818 psi
29,018 psi
29,018 psi
{.099 in at
Cm:x OL+LL 0.60
Cm:y DL+LL 0.60
Cm:x DL+LL+ST 0.60
Cm:y DL+LL+ST 0.60
2.900n Max Y-Y Axis Defleclion
Cb:x DL+LL 1.75
Cb:y DL+LL 1.75
Cb:x DL+LL+ST 'l .75
Cb:y DL+LL+ST 1 .75
0.000 in at 0.000 ft
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