HomeMy WebLinkAboutWEST DAY MARRIOTT STRUCTURAL CALCULATIONS 2001 B01-0111 LEGALV& ffi \ n l!\turJ) SU;,S-'") c'n+',lt^t
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JVAJOB NO.9291
STRUCTURAL CALCULATIONS
VAIL MARRIOTT MOUNTAIN RESORT
715W LIONSHEAD CIRCLE
VAIL, COLORADO 81657
PREPRED FOR
HENRY PRATT
GWATHMEY, PRATT & SCHULTZ ARCHITECTS, P.C.
BDI-Ot U
JVA rNc
"o*ru"rl,Nc
ENG,N---0FdiitE iiipv
1319 SPRUCE ST., SUITE 1OO
BOULDER, COLORADO 80302
(303) 444-',t951
MAY 3, 2001
TABLE OF CONTENTS
LOAD SHEET
ROOF FRAMING
LEVEL 147'-0 FRAIvIING
LEVEL 132'.0 FRAMING
LEVEL l2l'-4 FRAfvIING
LEVEL I IO'-8 FRAMING
LEVEL 100'-0 FRAIvIING
FOT]NDATION
A1-A11
B1-823
cl-c3l
Dt-Dl6
EI-F,2
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LOAD SHEET
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JVA, Incorporated
1319 Spruce Street
Boulder, CO 80302
Ph: 303.444.1951
Fax: 303.444.1957
Web site:
wwwjvajva.com
E-mail:
lnf@ivajva.com
Af
GENERAL CODE, LOAD, SYSTEMS, AND MATERIALS INFORMATION
JoB NUMBER: qLql
PROJECTNAME: VAr- Maaerffi tlo,t*-1"t,tr ?caU
PROJECT LOCATION: V*r,- , hAw errM
CODE GOVERNING CODE: L'11+ ObL
CODE AMENDMENTS:
BUILDING DEPT: ,lmv &ou*bttr P(gr
BLDG. DEPT. CONTACT:ha,t koovrt-r-
PHoNE: 1q4o \1?1- atu FAX (q1to)4n -2+57
DATE/TIME OF BLDG. DEPT. CODE REQUIREMENTS CONFIRMATION:
COMMENTS:
DESIGN LIVE LOADS (Check all that apply)
GRAVITY ROOF:
B MINIMUM (NON-SNOW)= E lgo PSF
F BASIC SNOW = Ad pSF
tr Drifted snow analysis not required
tr Drifted snow analysis required
Pg (Basic Ground Snow) =
-
Psf
l(lmportance factor) =
-
n
n
D
tr
Ce(Snow exposure factor) =-
Snow load reduction for roof slope: Ecode trother
Load duration factor for wood elements =
Mechanical Units on roof
SpecialLoadings on roof: loo ?tP ?tftr+ lE* fl+l^I lrlL
Page 1.1
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+5 V?
Residential=Levef/Location: N)-FLOOR:Classroom = 40 psf; Level/Location:
Hospitalwards & rooms = 40 psf; Level/Location:
Assembly areastr Fixed seating = 50 psf; Level/Location:
D Moveable seating = 100 psf; LeveliLocation:
E Stage areas = 125 psf; Level/Location:
Garage
tr Storage & Repair = 100 psf; Level/Location:
E Motor vehicle storage = 50 psf; Level/Location:
tr Library
tr Reading Room = 60 psf; Level/Location:tr Stacks = E 125 psf; Level/Location:tr 150 psf; Level/Location:
tr Manufacturing
tr Light = 75 psf; Level/Location:
tr Heavy = 125 psf; Level/Location:tr Office = 50 psf; Level/Location:
D Partition (Dead Load) = 20 psf
tr Partition (Dead Load) =
-
psf
Exterior balcony = lO() psf; Level/Location:
Restrooms = 50 psf; Level/Location:
Storagetr Light = 125 psf; Level/Location:tr HeavY = 250 Psf;LeveUlocation:tr Retail = E 75 psf;LeveUlocation:
n 100 psf; Level/Location:
Mechanical = 125; Level/Location:
Gymnasium, PE Areas = 100 psf; LeveULocation:
Kitchen/Food Prep = 100 psf; Level/Location:
Laboratory = 60 psf; Level/Location:
Entrance Vestibules, Corridors, Stairways = 100 psf
Special areas:
psf; Level/Location:tr Live load reduction permitted
tr
tr
tr
E
tr
D
n
tr
tr
tr
E
tr
BasicWind Speed = &) mph
Exposure = F,
lmportance Factor (1,) = 1,0
tr Air Density Coefficient = _8 Affowable stress increase = Lb %
Zone Factor (Zl = I
Soil Profile Type (S) =
lmportance Factor (lp) = t,0
Basic Structuraf System = Es+& EVLL €Z-N{IV
Lateral-Force-Resisting System = C0${L, g*fA& V/A{rg
,p, Aflowabfe stress increasa = tbL o/o,\
SEISMIC
P4e1.2
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FOUNDATION SYSTEM (Check allthat apply)
SOILS ENGINEER:
REPORT NUMBER:REPORT DATE:
FINISH FLOOR ELEVATION == USGS ELEVATION =
FROST DEPTH (below grade) =
El-Spread Footings Maximum alfowable bearing pressure = ryo psf
tr Minimum dead load pressure = _ psf
tr Minimum bearing depth (below grade) = _ feettr Minimum continuous footing width = inches
Minimum isolated spread footing width = _ feettr Footing bearing on compacted fill
tr lmported tr Existingtr Footing bearing on undisfurbed natural soils
tr Drilled Piers Maximum end bearing pressure = _ ksf
Allowable side shear for downward loads = _ ksf
Allowable side shear for upward loads = _ ksf
Portion of pier in B.R. to be discounted for side shear = ft
Portion to be discounted for uplift side shear =
-
ft
Minimum dead load pressure = _ ksf or Force =
-
k
Minimum pier length = _ feet
Minimum penetration into B.R. = _ feet
Minimum pier diameter = _ inches
Min. center-to-center spacing of piers for full capacity = _ ft.
Assumed top of B.R. elevation (USGS) =
-
feet
Modulus of subgrade reaction = _ tons/cubic foot
tr Piles Maximum axial capacity (at refusal) = _ tons
Minimum total embedment below grade = _ feet
Pile gpe:
tr Steel
E Concrete
E Concrete filled Steel
tr Wood
Pile size:
tr Minimum round pile diameter = _ inches
tr Minimum square pile side dimension = _ inches
tr Steel Shape =
-
Modulus of subgrade reaction = _ tons/cubic foot
tr Retaining Lateral Earth Pressures (Equivalent Fluid Pressure):
. Active (no lateral restraint at top) = _ pcf.passive=_pcf
. At-rest (lateral restraint at top) = _ pcf
Coefficient of sliding friction = _
tr Surcharge=_psf
Page 1.3
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MATERIALS (Check all the apply)
p StructuralSteel Wide Flange Shapes: ASTM A992,50 ksi
Tube Sections: ASTM 4500, Grade B,46 ksi
Pipes: ASTM A53, Grade B
Other Shapes (Angles, channels, plates): ASTM A36, 36 ksi
Bolts: ASTM A325
Anchor Bolts: ASTM 436, 36 ksitr High Strength Anchor Bolts: ASTM A449,92 ksi
Bofted Connections: Bearing-type wl 7," diameter A325-N bolts
Welded Connections: E70-xx electrodes
Design Code: A1D
D Cee Studs 16 gage & heavier: ASTM A570,50 ksiyield
18 gage & lighter: ASTM A611, Grade C,33 ksiyield
El Timber-Sawn 2x framing: E Douglas Fir-Larch S4S No. 2
tr Hem-Fir S4S No.2Studs: tr Douglas Fir-Larch tr Construction Grade
tr Hem-Fir tr Stud Grade
tr No.2
Plates: Douglas Fir-Larch No.2
Solid Timbers & Posts: Douglas Fir-Larch No. 1
Design Code:
Timber- Plant
Fabricated/
Pre-Engineered
Laminated Veneer Lumber: Fb = 2800 psi, Fc11 = 2700 psi,(Microlam) Fc(u.g) = 500 psi, Fu = 285 psi,
E = 2,000,000 psi
11 Plyrvood, Panel Grade: G-D
E Floor: 3/4" thick (min.), APA48124
tr Roof: E '112" thick (min.), APA 32116
O 5/8" thick (min.), APA 40X20
D Walls: 7/16" thick (min.), APA3A16tl Oriented Strand Board, PanelGrade:
tr Floor: 3/4" thick (min.), APA48124
tr Roof: 5/8" thick (min.), APA 40/20
El Wafls: 7/16'thick (min.), APA3A16
Design Code:
Timber- Glue-Lam Simple Span: Combination Symbol 24F-V4tr No camberE Camper=_feetradius
Gontinuous/Canti leve r: combin ation symbol 24F -V 8, no camber
Columns: Combination symbol #2, no camber
Minimum allowable stresses: Fb6ens) =2400 psi, Fcrr = 1600 psi
Design Code:
Fcprg) = 650 Psi, Fv = 165 Psi
E = 1,800,000 psi
Page 1.4
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E Masonry Block Units: ASTM C90, Grade Nl
Minimum compressive strength = 2000 psi
Mortar: ASTM C270, Type S
Grout ASTM C476, Min. compressive strength =
-
psi
Prism assembly min. compressive strength (fm1 =
-
psi
tr No specialinspection required
t1 Special inspection required; Locations:
Design Code:
E Concrete Minimu m compressive strengths (f c):u Footings = 3000 psi, max WC =tl Stemwalls, Foundation walls, Pilasters, Pedestals:
tr 3,000 psi, max WC =
-i
psi, maxWC =
El Grade beams
O 3,000 psi, max WC =E 4,000 psi, max WC =tr _ psi, max WC =tr Drilled Piers = 3,000 psi, maxWC =
D Driven Pile fill = 4,000 psi
tl Pile caps = 3,000 psi, max WC =tr Tilt-up walls and columns = 4,000 psi, max WC =E Precast beams, DT's, columns, walls = 5,000 psi
E Post-tensioned slabs & beams = 4,000 psi, max WC =tr Slab-ongrade = 3500 psi, maxWC =tr Fiber reinforced tr WWF reinforced
E lnterior slab on formdeck = 3,000 psi, max WC =fl lnterior slab on composite deck = 3,000 psi, max WC =
-tr Topping for precast elements = 3,500 psi, max WC =
Design Code:
E
fl Goncrete &
Masonry
Reinforcing
Primary reinforcing: ASTM A615, Grade 60
Column ties & field bent bars: Grade 40
Welded bars: ASTM A706, Grade 60
Design Code:
Page 1.5
O JVA" Incorporated
1319 Spruce Stre€t
Boulder CO 80302
Ph: 303.,M4.1951
Fax 3O3.444.1957
O JVA, lncorporated
4710 South Colleqe Ave.
Suite 112
Fort Collins, cO 80525
Ph:970.225.9099
Fa\. 970.225 .5923
oate: 7llllut pa€at EbLd__
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Ii__-__,- -.
Do"s t;;J;rdl"ii"-r1-no* Jno* rio r"auirid"i roi i*f pit"tt p"t
r| 1994 UBC Section 1605.4?
Docs yourjurisdiction's acc€ptable load duration factor tior wood
clem€nts supponing snow differ fiom the 1994 UBC value of l.l5 per
Section 2304.3.4? Ifso. how?
Have you adopted th€ Snow lrad Design App€rdix to l99l UBC
Chapt€r 2l or to th€ 199,1UBC Chapt€r 16? lfso, what is your basic
ground smw load, Pg, for use in snow driffing calculations? lf thc
abovc has not b€so adopted do you haYe any requircrnants for snow
drifting?
whal is your minimum basic wind specd as defincd and used by the
1994 UBC Section l6l6?
Does yourjwisdiction allow the use of Exposur€ "8" for wind loading
per 1994 UBC Section 1614? Are ther€ any restdctions?
=- et" o-" -ioiher-Gultit---tt *lttt t"spoii6 "'i"a baAiner
80 mph :
'..
No
No
Yes
No
' Do you allow for altitude density adjusament in wind loading?
| -A't;;;.;;r;y**;t;;*;;e i"it"r-a in io,i' jutiroi"tmr i
I lfyou are, pteasc provide the namc and phone numbcr ofthe petson
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r€sponsible for the measurernents. ;
What minimum frost depth is required ftom gmde 1o bottom offootin8
or gradc beam?
Are th€re any spocial loading criteria for roofeav€s to resisl ndnd
hanging icicles, ac.?
A* tt-" ".y .rh- l"*tlr-d"pled rcquir€meflts that affect fourdation
or stuctural design that di|fer ftom the UBC?
What is your basic snow loading requiremc t? lfspecial loading
critcda arc in cff€ct, plcase describe lhcm.
, Slopc gEabr than 30 dcgrc.s
I for gund rcquirl ctgnrels
lI stirp fo( foud.titxts
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tr JVA Incorporated
1319 Spruce Street
Eoulder. CO 80302
Ph:303.4,14.1951
tax:3O3.444.1957
O JVA, Incorporated
4710 South College Ave.
Suite I 12
Fort collinr, CO 80525
Ph: 970.225.9099
Fax: 97o.225.6923
Da'*' ?ltblOI pagcfl(I_of__
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A1
lmportance Fac-tor
Fxposure Coefficient
Minimum Roof Snow Load Ce*|*Pg psf
Density of Snow .13?9+14<=35 pd
Height of Balanced Snop Load Pf/D ft
Upper Roof Dimension 50<=Wb<=500 ft
Upper Roof Slope Ratio ?:12
Height Difierence of Roofs
Drift Height
Separation to Lorer Roof
Maximum Driff Load D(hd+hb)
Drift Load - Minimum Load
Width of Drift wrt Pf 4hd-Sep
Drift Load - Ground Load
Width of Drift wrt Pg
DRIFT FROM PERIMETER PROJECTIONS
Appendix 1O41.5 use hdp=hd/z
Width of associated roof(<=s0ft)
Projection Drift Height hdp
Maximum Drift Load D(hdp+hb)
Drift Load - Minimum Load
Width of Drift wrt Pf 4hdp
Drifi Load - Ground Load
Width of Drifi wrt Pg
DRIFTS ON MULTILEVEL ROOFS
(and projec{ions >15ft wide)
1994 UBC Ch 16 and Appendix 1641
Basic Ground Snor Load
App 1637 2O<H
slippery
other
Pgtloo
Dead Load Fac{or for Slope
reduction factors
Cs=1-(a-30)/40 'X' Cs
Cs=l-(a-45)125 'x'
Cs= 1 -( Pf-20)(a-20)/(4oPf)
DLF
Job Name
Job Number
Engineer
psf Pg
25-Feb-99
VAIL MARRIO'
9291
BDK
80
I
0.6
48
24.4
1.97
23
24
8.5
3.17
0
125.29
77.29
12.67
45.29
7.42
I
Ce
Pf
D
hb
Wb
s
hr
hd
sep
Pm
Pm-Pf
Wd
Pm-Pg
Wg
fr \Afbp
ft hdp
psf Pmp
psf Pmp-Pf
ft Wdp
psf PmpPg
ft wgp
23
1.13
75.60
27.60
4.53
4.&
4.72
ABTUSTMENTS FoR sLoPE (Based on Minimum Ground Snor Load 20ps0
1605.4 >20;Rs=Pfl4G.SUdeg>2Odeg)psf Rs(-/deg 30.40
0.16
o.26
#N/A
2.24
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Ato
I DRTFTS oN MULTTLEVEL RooFsI uBc 1991
I This template performs the calculations for the Altemate Design
Procedure in Appendix Chapter 23 Division l.
I Thb entire template is on one screen.
I Definitions and variables are as listed in the UBC.
lmpacf is included for sloping roofs.
I Valley Design Coeficients ARE NOT included.r Formulas and limits are listed in Col B.
- Units are listed in ColC, Variables are listed in Col D.
I Parameter choices are listed in Col F.r Move cursor with ARROW keys.
I lnput specific criteria in highlighted cells in Col E.
I Press ALT-P to print.
I PressAlGTforTemplate.
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ROOF FRAMINGI
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O JVA lrKonorated
1319 Spruce Street
Boulder, CO 80302
Ph:303.,144.1951
Fax: 303.444.'1957
O JVA, Inco.potated
47 1 0 South College A\€.
Suite I l2
ton Collins, cO 80525
Ph: 970.225.9099
Fax:97O.225.6923
Ddte. 4tlllol Pagc:l/l ol
By: W- chkd.By:
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Solr.rlion: LC 3, DL+SL
JVA EASTTURRET
WEST TURRET
4pil24,2o01
BDK EASTTURlT4.R3I)
9291
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tr JVA Incorporated
1319 Spruce Streel
Boulder, CO 80302
Ph:303.444.1951
Fax: 303.444.1957
O JVA, IncoDorated
4710 South College Ave,
Suite 112
Fort Collins, CO 80525
Ph: 970.225.9099
Fax:970.225.6923
9261 9l 17 l4l page: 92of
By: bL chld.By:
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JVA INC VAIL MARRIOTTWEST HIGH ROOF
WESTruRRET
April24, 2001
BDK WEST HIGH ROOF 4.R3D
9291
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9291Till! : VaI l{anio[ llount h Re€orl
Dsgnn 8DK
Oescdp[ion :
Scopa 3
D.lG:
Steel Beam Design
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Description <E> W24X55 ELEV.=147'-2.5'W 100 PSF
C€nt6r SFn
Lei Cfl .
RICI Cant
t1DL 0.&5LL 2.7E3
ST
Stan Locdion -2.0Ct
End Location 34.OfFl
DCad l-cd
Lhr€ Load
Shorl Term
Location
Pinn€+Phned
Bm \rvt Added to Leds
LL & ST Dont Ad Toge0|er
a.17 n
0.@ n
5.92 ft
6.00 tt
kt
k/tt
ldtt
n
ft
l(t
k
n
ceneral lnformation Calculdbns are designed to AISC 9th Editlon ASD ild 1937 UBC Requk€rmils
Point Loads
Uslng: W2/U55 s€cfion, Sp6n = 28.1m, Fy = 36.Oc{, Left Car . = 0.O0lt, Righl Catt. = 5.9n
End Firdy = Pinne+PivFd, Lu = 6.(nn, LDF = 1.m0Acfrlal Allowabh
It orneril 342.862 k-lt ?2r5.A14 k-ft
lb: Bendlng Slrsss 35.917 lcai 23.760 ksi
tb, Fb l6t2tl p llti7erebe+\
Sher 53.268 k 134.066 k
fv: Shear Str€ss 5.721 ksl 14.rm kslfirrFY 0397 :1
Overstressed in Bending I
stetlc Lo.d C.s. Oovom. Sttess
i/b. O€ll€cdon -1.Hh
LengWOL Den 1,483.0 : I
Lengttt(DL+LL D€n) 179.5: I
k{r
k-ttt{r
k-tt
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Force t Stress
<<- These columns aro Dead + Li\E Load placed o noted ->>
LL+ST
O Car*3
LL+ST 1I
Strar @ Left 50.19 k
Shear @ Rigil 53.27 k
llu. M+
lrla( M -
lrla( M @ Lan
Mo( M @ Rigft
Certer Den.
Lell Cad Oen
Rigt* Caril Den
...Ouery Den @
Roaction @ Lett
R.actlon @ Rt
Dep0t
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Web Thbk
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Area
23.570 in
7.(xFin
0.395ln
0.505 h
16.20h2
lleJ&nunr
3t2.86 k-ft
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O.@0in
0.791 in
0.0(D ft
50.19
s.94
DL
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67.90
4t.38
{it.38
10.90
14.O7
4.m
o.mo
O,GB
0.(m
t0.s
24.U
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-l8P'92
-182.62
6.06
41.2
0.120
o.mo
4.340
o.mo
k
k
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0.(m h
o.(Er h
0.(m h
O Ccnl€r O Cer er
342.86
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4t.38
50.198.n
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0.0d)
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50.19a.n 10.99 6.0624.U q).75
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4.28
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0.093
0.m0
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24.04 k
1,350.00 h4
29.10 h4
| 14.552 h3
8.306 tn3
r-xx
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Section w24X55
4
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1319 Spruce Street
Boulde.. CO 80302
Ph:303-444.195'l
Fax.3o3.444.\957
E ,vA, Incorporated
4710 South college Ave.
Suite I 12
Fo.t Collins. CO 80525
Ph:970.225.9099
Fax:970-225.6923
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1319 spruce Street 47lo South college Ave.
Boulder, CO 80302 suite 112
Ph:303.,144.1951 Fort Collins, CO 80525
tax:3o3.M4.1957 Ph: 970.225.9099
Fax:91o.225.6923
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1319 Spruce Street
Boulder CO 80302
Ph: 303.444.1951
Fax: 3O3.444.1937
E JVA, In<orporat€d
4710 South College Ave.
Suire 1 12
Fort Collin5, CO 80525
Ph:970.225.9099
tax'.970.225.6923
Daret 2l?{lel Pagc:!5.lor
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1319 Spruce Street
Boulder, CO 80302
Ph: 303.444.1951
Fax: 303.,144.1957
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4710 South College Ave.
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Fort Collins, CO 80525
Ph:970.225.9099
tax: 97 0 .225 .5923
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1319 spruce Street
Boulder, CO 80302
Ph: 303.444.1951
Fa\ 3o3.444.1957
0 JVA" Incorpo.ated
47lO South Colleqe Ave.
Suite 112
Fon Collins, CO 80525
Ph:970.225.9099
Fa\:97o.225.6923
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Dercrlption <E> Vl/2'{X55 *1.1
Genoral lnfomation
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O JVA Incorporated
1319 Spruce Street
Boulder, CO 80302
Ph:303.444.195t
Fa\: 3O3.444.1957
D JVA, Inrorporated
4710 South Colleqe Ave.
suite 1 12
Fort Collins, cO 80525
Ph: 970.225.9099
Fax:.970.22s.6923
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1319 Spruce Street
Boulder, CO 80302
Ph:303.444.1951
Fax: 3O3.444.'1957
E ,VA, ln(onorated
4710 South College Ave.
Suite 112
Fort Collins, cO 80525
Ph:970.22s.9099
Fax:.970.225.6923
D.* ?llbl0l nsffill-_
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1319 Spruce Street
Eoulder, CO 80302
Ph: 303.444.1951
tax: 303.r94.1957
E JVA, ln(orpgrated
4710 South College Ave.
Suite 112
Fort Collins, cO 80525
Ph:970.225.9099
Fax: 97O.225.6923
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t 319 spruce Street
Boulder, CO 80302
Ph: 303.u144.1951
Fax: 303.444.1957
O ,VA, Incorporated
4710 South College Ave-
Suite 112
Fort Collins, CO 80525
Ph:970.225.9099
ta\:970.225.6923
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1319 Spruce Street
Eoulder, co 80302
Ph:303.444.1951
Fax:303.444.1957
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4710 South College Ave.
Suite 112
Fort Collins, CO 80525
Ph:970.225.9099
Fax:.970.225.6923
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1319 Spruce st,eet
goulder, CO 80302
Ph: 303./94.1951
Fax: 303.444.1957
tr ,vA, Incorporated
4710 South College Ave.
Suite 112
Fort Collins, CO 80525
Ph: 970.225.9099
Fax:9'10.225.6923
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1319 Spruce street
Boulder. CO 80302
Ph: 303.444.1951
Fax: 303.444.1957
tr JVA In<orporated
4710 South College Ave.
Suite I 12
Fort Collins, CO 80525
Ph:970.225.9099
Fa\:97O.225.6923
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13l9 Spruce Street
Eoulder, CO 80302
Ph; 303.444.1951
Fax 3034M.1957
Ll JVA IncorPoratec
4710 South college Ave
suite 112
Fort Collins, CO 80525
Ph:970.22s.9099
Fax:970.225 6923
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tA7, 145!-PI >N! vr4 ,/0,L-
eFlecWe> wltd x+o Lr+(-t "l
h-.7L
A;IILL br" 5E
\L'l?lL
f *r ' zg- wtax& Lt';o'-sl,
vQ z tul+'
le 2>'
M, rlLz lc
v ' uJL/e
, l,75vLF
l16 tt'w
L\L
,l or , hs *\
"'-
r '12' l*l " \74 w
w,. . (eo'rrP)(4.fh'1.1 , lto ?Lr
Uab arC'AtA4.L
14 t laLv+'{
klr-- lzZv +f 7 I?L v.rr / t^eaVt.
Aoe, we bL vfr+filal.
Vr tBt* 'g6L
I o,
bt ,IQLr* cL1 k-
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Job fl 9291Trtlc : VaI Ma.riott lt otx{ain Re6o.t
Dsgnr: BDK
Dcscriptbn :
Scopc :
IlatC:
I
t
I
R.v: 3lcm
u..1 XWIG]IG.lh.lt.l.l. 21J||}19r,Wh$l
(c) 10r+ee ClGRcAlc Steel Beam Design Page I
Description <E> Wl8X40 [146'€'l
Steel Section : I
Center Spen
Left Cant.
Rlght Cant
Lu : Unbracod Length
25.00 ft
7.00 ft
8.00 ft
8.@ ft
PinneGPi |€d
8m \M. Added to Loads
LL & ST Ac{ Tog€ther
General lnfomation C.lculrtbn Nre de5lgn€d to ASC gth Edltlofl ASD.nd 1997 UBC R.quban ntt
*7#6#5flI
I
!
I
I
I
Dastributed Loads
DL
LL
ST
o.124
0.110
kn
k/n
k/n
tt
It
Start Location -7.000
End Loatlon 33.mO
Oead Load
Llve L€d
Short Term
Locdbn
l(
k
l(
fi
Point Loads
Beam OK
St tac Lo.d C.sG Govrms S-4..3
Ulring: Wi D(4O s€c'til|, Span = 25.On, Fy = 36.0ksi, Len Caft = 7.00n, Right Cant. = 8.0oft
End Fkity = Pln |€6'Pinned, Lu = 8.0011, LDF = 1.0@
Momert #*-n lffi*-o
Mal( Deflecuo.r 0.907 hb : Bendirg Skess_- 2l .31 3 ksi 2l .600 ktii Length/OL Den 1 ,385.7 : Ilb'Fb 0387 : I Length(DL+LL DelI) 211.7 i1Sh€ar 33.a|5 k 81.194 k
tv : She* Stres3 5.967 l(sl 14.400 kC
f\r, FY 0.a11 z 1I
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t
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I
Force & Strcsg
<<- These columns are D€ad + Live Load pbd s ncaed ->>LL LL+ST LL LL+ST
O Cad3
lrrhx. M +
lr/bx. M -
I'tax. M @ Left
Max. M @ Rlgfrtt
Sl|ear @ Lcn
Shear @ RigH
Certer Detl.
LeftCa Den
Rlgt{ Cart Den
...Ou€ry Defl @
Reecfron O Lcn
Reac0on @ Rt
wi'|h
Web Thick
Flange Thickness
Area
Modmum
| 21 ./|5 k-ft
33.64 k
17.66 k
4.606 ln
0.532 h
0.907 ln
0.000 ft
53.56
6.41
DL
onV
26.80
45.25
-25..U2
-45.25
9.48
6.62
{.076
0.017
{.139
0.@o
17.G1
17.93
@ Cants
-1m.77
€0.71
-120.77
19.87
16.15
0.3594.{B
{.907
0.000
27.81
$.41
0.59 ln
4.|r8 h
4.907 fl
0.000 ln
n.a1 k
46.41 k
O Cer €r O Cer er
121 .45
*45.25
-?5.O2
-45.6
72.2.
14.U
612.0o in4
19.10 in4
68.380 in3
6.35i in3
k-ft
k-tt
k-n
k-|l
k
k
{.606
0.532
0.368
0.000
4.37
42.96
{.606
0-532
0.368
0.0@
4.37
42.55
6.015h
0.315ln
0.525ln
11.$in2
F. calcu Fr 1.6-2, lfUr > Gc
Section Pro wt8x40
tsP-
Job f 9a9lTilb : Vail Mariott irountain Re6od
Osgnr: BDK D.!.:
DGrcriplirn :
Scope :
Rff 3l6clE;'xilEprr,r.s.r.r2rr,;in,$ftr Stegl Bgam DeSign Pae2
Description <E> W1EX40 [146'€'l
Sketch &
t"Li*L't*
n naa"a
llx.l2l'll.1
Ds r.O.toal||
lh!.Cn.O.n}l
tr.tsld
Vi3C bl. S.!.tr
tta O X -!it.{3!l7h
lh.arttr. r2o.7r-r
hraa.i|u
\in C n.17.65*
o.rOdt..a:.Olorl
EzJoblmtfrth : Vail Madott ltlour{ain Resort
oignr BoK
Irescrtl.ion :
Scopo :
lL!.:I
I
t
I
t
t
StBOl y!5l:.21r,'rs,r!sla BUilt-Up SeCtiOn PfOpeftieS Pagt I
Description <E> W1EX4O
General lnformation
ryp.-.
;1 Cl nbr
*2 Circdar
tg Ciroular
{4 Clrcular
Radlus
R.dhrs
Radlus
Radlus
0.875 in
0.875 In
0.875 in
0.875 in
0.875 ln
0.000 In
0.875 h
0.875 in
xcg
1.032 h
-t.B2ln
r.62 h
-1.Gr2 h
Ycg
7.595 h
7.5e5 h
-7.5Sh
-7.595 h
Thbk
Thick
Thick
Thick
Steel
61200 h4
19.10h4
3.01 h
8.95 h
17.90 h bq
6.@ In lW
I 1.80 in2 )Gat
Ybar
Dedh
wtdh
Area
Angle 0 deg
0.00 ln
tl: Nam. WlSnO
Location of CedroH frorn D.irrl
Xcg 0.00 lnt
I
t
I
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I
I
T
I
I
t
I
I
ToLl Aree
Xcg OH.
Y cg Dht.
21.421 lnz
0.00 in
0.m h
lE(lly 1,168.83 in4v A'Aler I )0(
rw
sbn
S rlght
stop
S bollofll
7.387 kl
1.ztt ,r
r 0.370 h3
r 0.370 h3to.ss h3
130.595 h3
31.19 in4
E€e DHaT|ces trorn CG...
+X
.X
3.mg in
€.008in
8.960 h
€.960 h
Sketch & Diagram
LEVEL 147,-OFRAI\{ING
I
llt|w6
4,. -
t+t
vr"
tLz
t
I
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t
I
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T
l
I
T
{LooR WA; b*'ttPatN 471-o'
Vr*b 'c
By: Bk erkd. By:
-ww \LIl
ea*t'0(L l'lA&l0rT
ctia.f.:t 72*1'l
B Freliminary D Final
l-- o,ssr9
U ,VA, ln(oDorated LJ JVA, InCo?porareq
4710 South College Ave.
Suite 1 12
Fort collins. CO 80525
Ph:970.225.9099
tax:91O.225.6923
'1319 Spruce Street
Boulder CO 80302
Ph: 303.2144.1951
Fax: 303.444,1957
45 lbF (rnnou 6y6t/a4 wlveold*^r)
Ao rby U"vrr"t-\
till "rF
(*ulrl*t\ \
too ft? ( a,law tN fu.a'ile.4)
I
I
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I
T
t
I
t
t
IP)B wyfrW, L'
uJo, r lU W
dv, ' ?to?tP
L -. tT',-l0l
M, hJVlCI, 79v+f
AUt_, : l7.8,yt'w{ Vnrzz
A -- l.lLu - '/zar
A' , 0.b" 1 'l mq
fp,\b, vlilrrr.+ 1 7.71p"
d*' 2,66 vtv
,Ju , /,76 aur
L -, qr'- 7'/q'
T= 91Y. o PU.+qL
L, u'-gu
Sr1; /lv6
9Nn t 6nr
vilttt+
A, 0.b" ^.ul*g
Ar: O't"- t'f fit
J* vlt+@
tl,grV, n1rv-6
he*v c 4II n'
l*. tNtrl*& n AtE Wll.tt*{
D.l!:t
I
CL
Job I 9291Tlt!! : Vail ilarlofi lhmtain Re€dt
Dsgnc BDK
Itescdplbn :
Scop. :
t . ttc'GllL: lQllGtlG, Vt 6.1.1 ZArtFlg. llbrlr
(.l tttog Scic^Lc Steel Beam DesignI
l
I
Descdption NEW FLOOR GIRDER DESIGN #2
merSpen
Lsfi Cant.
Rlgtt Cat
Lu : Unbrdc€d Lmg0l
35.(x) n
0.00 n
o.fit n
o.00 n
Phn€d.Phncd
&n Vvl. Added to L@ds
LL I ST Acn TogElher
General lnformation c.bulatbn. |]3 dcslgned to Alsc 9th Edltlon AsD.td 19fz t gc R.qulnfiFnt
Steel Section : W24Xl76
Distributed Loadg
k/ft
k/|l
k/n
fi
ft
t7f6il5t1t
I
OL
LL
ST
Sbrt L€dbn
End L6atlon
*l
2.6021fi
to.9t0
35.0@
{2
1.200
2.7U
10.916
Point Loads
9.0q)
30.mo
iloc M +
fvlax. M -
trld. M @ Len
tld. M @ Rittt
I
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t
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T
t
I
Oc.d Lod
Lh,. L@d
Sho.lTem
Locdon
Certt Dei.
Left Cr.d Def,
Rbiln Car* DGtl
...Or,Ert Dcn @
17.500
lrlaCDrrD
1.158.20 k-ft
-1.452 h
0.(x)0h
0.000 h
0.0@ lt
LL LL+STacenhr A C€({er
1,158.20
-o.m
k
k
l(
n
Sheer @ Lefr 1(X.79l(
Sheat @ Rlglil 115.23l(
DL
Only
470.01
{.q)
41.14
51.58
0.0@
41.14
51.58
104.79
115.n
-1.62
0.0()
0.0@
0.000
tqr.79
r15.23
-1.454
0.(m
0.0@
0.0@
1(X.79
115.23
k-tl
k-fr
k{t
k-tt
k
k
.o.@1
0.(m
0.mo
0.000
0.0q)
o.o0
o.0@
0.(m h
0.0(x) h
0.(m h
0.0@ h
R€a€ilon @ Left 104.79
Reacdon @ Rt 115.23
F. ca|G.d pcr 1.5-1, lCUr < Cc
l(
k
Beam OK
Statlc Lo.d C.sa Gov.m3 S0e33
Udng: W2/0(176 3ecdon, Spen = S;.(nfi, Fy = so.Ocsi
Etd F'ldty = Pinnc+Phnod, Lu = 0.00n, LDF = 1.0d)
Aclud A|Lifliabbliiotn€r$ ,| ,158.2()0 k-ft 1 ,711.717 X-f' Ma,c Dene.ibn -l .452 h
6 : B€nding Sbess_. $.8d) ksl 39.(m ksi LcngrtM)L Oen g.4 : I
fb / Fb 0336 : I Lengtw(DL+LL Den) N.2 i 1
shear I 15.232 k 378.@0 k
fv : Shea. Slre3s 6.0E7 |(31 20.(m ksl
tt tFY 0.3013 3 |
Force & Stress
<<- Thess cdunns de Dead +Load pbced c tdad ->>
t-g
r-w
Rt
I
I
I
Section w24xt76
Oeptl
Wkttl
Web Thick
Fhngp Thbhess
Area
25.240h
12.890h
0.750 in
t .340 in
51.70 h2
WetSht
l-n
Fyv
S-[
$vv
| 75.61 t/n
5,600.m h4
479.m in4
{s0.079 h3
74.321 h3
10.482 h
3.0t14 In
3.440 in
c7
Job * 9291Tith : Val Mdrlolt ttloqfah Retst
Dsglm BOK Dd.!
Oc.crlpdon :
ScoF:
iri 3l&lffi[R#:"'tz]r-rn,re Steel Beam Design P{.2
NEW FLOOR GIRDER DESIGN #2
t
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t
I
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t
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Sletch t Diagrarn
L.ffit.*...ffiff[fffffi.,*
h. toa.Ttlt
VE C I. lor.t'|r
Lu r r,t3a.l}l
h..l.a6ill|
LJ .|VA, InCOrpOlateO
13'19 Spruce Street
Boulder, cO 80302
Ph:303.444.1951
tax: 303.444.1957
u rvAi tfl(uJlrofd.€u
4710 South College Ave.
Suite 112
Fort Collins, CO 80525
Ph: 970.225,9099
Fax:97O.225.6923
By: 6Y chkd.sy:
-rob&o, 1211
p"i,*., {,tlL hllf?trff
cri.nt PltdT
O Pr€liminary O Final
>PA v0AD9
dtb ,
cl^Jkle,,4%b Nl lel+t
W mu,otfz
1,'*1' FooT muvT
14u19:
5'x5' FtPrFPtlt
t, ' @k*L, #; 43,so r'rs
fl'' ,r%* 1?,sA flt ' 5M*
(v; &tto*l a'/s' r 7L)4
d", (t4seorlz')' 4o
0o . l7Vlor\l). 2o7
ot+ eAell.laL
the. vll*rtvL, .*,rA
rF
tu?
d,t,
I
I
C5
Job # 9291Tltlc : Vail Mani*t ltilotmbin Resorl
Dsgnr: BDK
Ilescription 3
ScoF:
Dale:
R.r: 5lcxlt
t,..: l(vV.GtlG. \r- 3.1J. Zllttlf, rafiiqr
(c) lcc AGnC||.c Steel Beam Design Page I
Descriptaon HOTTUB BEAM SUPPORTT
I
I Cer er Spen
Lell Cant.
Right Cdrt
Lu : Unbr&.d L€nglh
20.67 fi
0.m n
0.00 n
0.00 lt
Phne+Phned
Bm wt. Add€d to L6ds
LL I ST Ac{ Tog€thet
General Information calculaUons ar. de3lgned to Ax;c 3th Edition ASD and 1397 t Bc R.$dnmnts
k/n
kn
k/n
ft
ft
*7#6*4t3*1t
t
I
I
t
Distributed Loads
*2
0.233
7.8S!
12.833
OL
LL
ST
Sht Location
End Locdbn
0..|90
0.m0
Beam OK
Statlc Load C.3€ GoYttnt strc3.
UlBhg: W1.OQ2 sccfion, SFn = 20.6tn, Fy = SO.qc*
End Fixity = Plnn€+Phn€d, Lu = 0.0oft, LDF = |.000Ac'tual Allo\ abbtri|dncr zT.m k4 79.658 k-ft thx. Oefl€ction {.355 h
fb : Bsdng Sltess_- t 1.306 hii 33.m0 kri Lengh/DL Den 1,W.4 : 1lb / Fb 0'g:l : t Lengft(oL+Ll Dett) 697.7 : I
Shcar 4.840 k 63.2(X k
to : Shear Stre$ 1.532 ksi 20.000 ksi
tv, Fv 0.0n | 1
Force & Strcas
<<- Thes€ columns are Dead + l-hra Load pbced as nci6d ->>
4.U
4.U
-0.355
0.(m
0.mo
0.0q)
4.U
4.84
{.151
0.000
0.0q)
l-[
l-yY
$)cr
s-vv
4.U
4.U
lbrM+
i,tax. M -
lt/h& M @ Left
]t*il( M @ Rig0t
I
I
I
t
I
I
T
I
t
Maximum
n.?9k-n
4.84 k
4.UR
{.355 h
0.0(nh
0.0m in
0.0@ ft
DL
Only_
11.72
2.19
2.19
o.mo
2.19
2.19
LL LL+ST LL
O Cer €r @ Certer O Cents
n.n
{).@
199.00 in4
7.@lM
U.967 In3
2.800 ln3
LL+ST
O Cants
k-tt
k-lt
k-ll
k-tt
k
k
Sher @ Left
Shear @ RigH
Center Def.
Le'ft Cail thn
Rlght Cait Den
...Ouery D€n @
R&lkn @ Lcfi
Rea.fon @ Rt
W.dh
Web Thick
Flange Thit(|€ss
Area
5.moh
0.230 h
0.S!5 in
6.49 in2
{.355
0.0@
0.(m
0.0m
1.U
4.84
0.000
0.000
0.000
0.0m
0.(n0 in
o.(m h
o.(m h
0.000 h
k
k
Fr calc'd pcr t.5.1, leur < Cc
Section w11X22
cb
Job # 9291Tith : VaI Mariot lihmtth R.corl
I)3gnr: 8DK O{c:
Dlrcrlptlon :
ScoF:
is,arDre.rNhn Steel Beam DeSign PqE 2
HOTTUB BEAM SUPPORT
Sketch & Diagram
n o.*"
o.ffif[fffio.a*n
ixr|l.aac
w3 oh r a-.aa
lt|r '?,Hh..{,Lcr
T
t
I
T
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t
T
I
I
I
I
I
I
I
I
IYH.,
-100K -5.43K/n
-2rao'n -rlfftffi,,
21'1
lrn.,
Loads: LC 3, DL+LL
Solniion: LC 3, DL+LL
Reac'tion mib are K and KJt
JVA,Inc.LEVEL 147'.0 GIRDER
LEVEL 147'.0 <E> W24X62 GIRDER
April 16,2001
BDK 4:40 PM
9291 LEVEL 147 GlRDER.t2d
loz{V
?r'ltLt
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E JVA lftorporated
1319 Spruce Street
Boulder, Co 80302
Ph: 303.444.1951
Fax: )03.444 1957
E JVA" Incorporated
4710 South College Ave.
Suite 112
Fon Collins, CO 80525
Ph:970.225.9099
Fax:970.225.6923
Date: 2t.VJvl Page:!^lgf_
By: Ec chkd. By:
-,ob l,lo: qZ4\
e-i*. tiYtL t"iltt2R\0tf
cti"nr, G4ff--
O Preliminary tr final
d6: t losttE
dn'. Ltawr'
| ' 4L?0 r+
*fr4 nt
It\ p4.0 w>
t-ww llf+'-6tn
)tsl6ol'V{tatl{(w *l?A,<Lz-
C*VoYIAJfeq
Ll*, I'16YL(
uJ* r t law?
yt ;7v
+''*v/'l
V6n>
w{Lto? l^'ME^fl Q FttVS
LL .164Y
U4 stSttt>
Itt,. A9*prr (Aenruce zeTN/tr&\
tlo, t*l v-w
At ; n0 v-Fr
),1$l,n+
Pbn' ll,t *tt o- lo,lrtgt
( u)*, LAvt'/.J- . zxeae
?o:1r
?t rbL
w ('2L
t, N){t&rW (4L tL - b'wtg, c*tlturcl 4
A,ul.q -?-,4
s (o.0'* l?'
=r
Ik
wt?9
Frn. M-0' . (zrAr-d\rr\tq,ryr'n) ' low-
T lltb;"+
Iu\i il1l', Ylvlb p drN , YJr"u> A7,(.
io r t I | (aXrl (l.mY,z! rovo;,\7
Fv = tft6t z looL
v\,*rr,,
E ,VA, ln<orporalcd
1319 Spru(e Street
Eoulder, CO 80302
Ph:303.444.1951
Fax 303.444.1957
tr JVA Incorporated
47lO South College Ave.
Suite 112
Fort Collins, CO 80525
Ph:970.225.9099
Far 97O.225.6923
Datet 2t LO IO I mge:Llld--
By: 7V chkd. By:
-
nano' 1L4 l
er'"* V*lt t4*aaut
aunt w*J(
tr P".liminary B Final
a N.A.
Q*ktu )rta| ort wQh- (0,+f")
Fp, \to^Yald X, +Yrs x.r\' ; ry.1 < to?
fi+ra?l Lg.^l(|ffi:v. fol u / 1 FltorT,aler,rrr)l, r4'.i\ - 16,
Ye. \'lhV> td, lL
_M' , t1,^" wun A l'.JrW.
tld,tttt*t*
W, yA
D
t
4rc'r*rw , 2,?ovln{ arc4 ttn
F' ?1L
tr, [tlr,?oal,aY4" ), 4 v7 4* r /kut'
Ar+?n 6 riEP
fy - l*,\4rcol,tYxw\' uaYl Vv * N t-
J%L'z+ fz. 1?vtvau /Po
b -.,11 t/to't w6Lb
A t+ ,le+t * wlo Rdpraactxtk
Atnz tL
cto
Jobl991Tl0c : Val t{arld llcrilalr RC3dt
Dignr: BDK
Dcecrlpdon :
Scop. :
ltt:
ataanDllr.trsa BUilt-Up SeCtion PrOperties
Description <E> W24X62
Ihld(
Ttrld(
Thlck
Tl{cI
R.il|3
Rdr.
R.dlrs
R.dlu3
,1
;l
#tu
Ttp.-
Clrld.a
Ct(|hr
ChcJb.
CIGIF
1.375 h
t.375 h
t.375 h
t.375 h
1.375 h
o.(ruh
t.37s h
1.375 h
xce
LSmh
-t.ssD h
t.5$h
-1.5$ h
Yce
9.96h
9.Sh
€.96h
{.9(Fh
23.71 5
7.04 h
18.20 h2
t,550.00 ha
34.50 h4
3.52 h
11.87 h
Do(
lvv
Xb.r
Yb.r
Dep0t
wijt|
Ar6a
I
I
T
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T
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t
I
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t
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N.|rr lf2ara2
tocdon of CstoH lld|| Oalutn)Gg 0.00 h Yca
Angb C deg
0.m h
TdlAru
X ce I)bL
Y cA DEt.
41.968 h2
o.cx, h
0.00 h
bd
lyy
3.892.13 h4
1(8.79 ha
tutw
S lell
s dcrs@
S bdo.r|
9.631 h
t.588 h
E{. Dbh.Fr! liom CG...
+X
-x
+Y
-Y
3.520h
3.5a)h
| 1.870 h
-t 1.870 h
30.$5 h3
30.G5 h3
327.897 h3
1n.897 ng
Sketch &
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D JVA, lncoryorated
1319 Spruce Street
Boulder, CO 80302
Ph: 303.444.1951
Fa\: 303 .444.1957
E JVA, Incorporated
4710 South College Ave.
Suite 112
fort Collins, CO 80525
Ph: 970.225.9099
tax.970.225.5923
Datet :J-4J!)- rage:Lll-
By: BIL chkd.By:
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l3l9 Spruce Street
Boulder. CO 80302
Ph: 303.444. | 951
Fax:303.444.1957
O JVA, Incorporated
4710 South College Ave.
Suite 1 12
Fort Collins, CO 80525
Phi 970.225.9099
Fax:97O.225.6923
Dalet q-Ut:l_!!J- Pagel=t!=Ql-
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lf19 Spruce Street
Boulder, CO 80302
Ph: 303.444.1951
tax: 303.444.1957
u JVA, Incorporated
4710 south College Ave.
Suite 112
Fort Collins, CO 80525
Ph: 970.225.9099
Fax: 970.225.6923
By: 9L chkd.Bv:
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1319 Spruce Street
Bouldet CO 80302
Ph: 303.444.1951
tax.: 303.444.1957
1u'oI
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LJ .,VA InCOrpOraGq
4710 South College Ave.
Suite 112
Fort Collins. CO 80525
Ph: 970.225.9099
Fax:97O.225.6923
By: CIL chkd. sy:
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Job # 9291Tiltc : Vail Malrlott Moontaln Resotl
Drgnr: BoK Ortc:
Dcscrif,ion :
Scopc :
R.. 51qP1i:ififfi,;Sft"'!.zlrr>,s.v*sa Built-Up Sec$on Properties PO6 1
WELD 2
General Infomation
| 2.Om h
0.187 h
12.0m h
X€
6.0ff, h
0.093 in
6.0mh
Ycg
0.0qt h
6.000 ln
l20gl In
width
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*1 Rec,tan$br HdSht
f2 Rech.r$thr HclSht
trl R€dangl| dar Hdg,rl
0.187 h
12.0Cn in
0.,|87 in
Total Area
X cg Dl€{.
Y cg Oi$.
6.732 in2
4.G3 in
6.06 in
Do(w 188.52 in4
106.06ln4
tn
tw 5.292tn
3.969 h
Edgc Dktancc€ trom cG...
+X
-x
7.9@ in
-4.032 h
6.'125 in
4.063 in
26.308 ln3
| 3.gB h3
30.784 ln3
31.@6 h3
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4710 South Colleqe Ave.
Suite I 12
Fort Collin5, CO 80525
Ph: 970 225.9099
fax:.91O.225.6923
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i 3l9 Spruce Street
Boulder, CO 80302
Ph:3O3.444.1951
Fax: 303.444.1957
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I f 19 Spruce Street
Boulder, CO 80302
Ph:303.444.1951
Fax:303.444.1957
tr JVA, In<orpordted
4710 South College Ave.
Suite 1 12
Fort Collins, CO 80525
Ph: 970.225.9099
tax: 97O.225.6923
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1319 Spruce Street
Boulder, cO 80302
Ph: 303.444.1951
Fax: 303.444.1957
o JVA, ln<orporated
4710 South Coll€ge Ave.
Suite 112
fort Collins, CO 80525
Ph: 970.225.9099
tax:.97O.225.6923
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1319 Spruce Street
Boulder, CO 80302
Ph:303.4,14.1951
tax:3034M.1957
n ,vA, In(o.porated
4710 South College Ave
suite I 12
Fon Collins, CO 80525
Ph:970.225.9099
tax:. 97o.225.6923
Dater '!!:!!=l- rag€:
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Job, 9291Title : Vail Manlolt Mour{ain Re€o.t
Dsgnr BDK
Description :
Scope :
Dal.:
Lr glcl.ll SteelBeam Design PaSa IV.r 5.r.3. Zl-ltllFe. u/LtIl
Description GRID K.l, BETWEEN 1O AND 9I
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Steel Section : I
Ce er Spen
l.€lt Canl.
Riglt Cant
Lu : Unbraced Length
n.an
0.m ft
0.00 tt
0.00 n
Pin F&Plmed
Bm Wt. Mded to Loads
LL & ST Act Together
General lnformation Calculatlons aro deslgned to AISC 9th Editlon ASD .ld lre7 UBG R.quk mn[.
T7l6t5*2fl1I
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Distributed Loads
OL
LL
ST
Stirt Localim
Ed Localion 27.833
0.190
0.200
k/It
k/n
k/lt
n
n
k
k
k
n
Dead Load
Lrvo Load
Sho.t Term
Location
Point Loads
Beam OK
St tlc Loid C.sc Gowrna Stress
Using: W16X31 section, Span = 27.83ft, ty = $Q.Q1s;
End Fixity = Pinned-Pinned, Lu = 0.001t, LDF = 1.000Actual AllowableMoment 98.809 k-n 129.880 k-ft iihr( Oet|eciloo -l.iGl h
tb : Eending Stress_- 25.1(b ksl 33.0@ ksi LengtM)L g"1l S@.t : I
rb / Fb 0'761 : I Leqih(DL+LL Defr) 285'6 : I
Shear 15.590 k 87.340 k
fv: Shear Slress 3.570 ksi 20.000 ksi
fv, Fv 0.178 : I
Max. N,,l +
Max. M -
lribx. M @ Len
i,hx. M @ Right
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<<- These columns are O€ad + Urc Lod pbced a3 noted ->>
DL
Onh
116.66
LL LL+ST LL
@ Center @ Centet O Cants
98.81
LL+sT
O Cants
Sh€ar @ Len
Sheat @ Righl
Ccnter Den.
Lcn Canl Dell
Righl Cant Oefl
...Query Defl @
Reaction @ Lefr
Reaclion @ Rt
width
Web Thick
Fhnge Thickness
Area
Maximum
98.81 k-ft
15.59l(
9.13 X
-1.169 in
0.000in
0.000 in
0.0@ fr
'| 5.59
9.13
k-lt
k{t
k-ft
k-tt
l(
k
k
l(
o.mo
0.0q)
0.mo
0.@0
7.41
4.54
-0.5&l
0.000
0.000
0.000
7.4
4.54
15.59
9.13
-1.169
0.000
0.000
0.000
15.59
9.13
-1.169
0.0@
0.@o
0.000
15.59
9.13
30.98 #/ft
375.m h4
12.40'$A
47.7?9n,3
4.489 h3
0.000 h
o.om h
0.(m h
0.(m h
15.880 in
J.5z5rn
0.275 in
0.440 in
9.12 in2
r-!
t-w
Rt
F. calc'd per 1.5-1, K'Ur < Cc
SectionProperties W16X31
w
Job t 9291Title : Vail lvlanid llotntah Reeod
Dsgnr: BDK D.t:
Descriplion :
Scope :
t \r llM13i1gg3!$il,lt,3.zlrDriee'w^:r2 Stegt Beam Desig[ ,sas\..hd*m\e291.6r:eweffiri
Descriptiot.l GRID K.l, BETWEEN 10 AND 9
Sketch & Dirgram
Iorr
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Job il 9291T o : Vail lr/bnbfi Mountain Resst
Dsgnn 8DK
Ilescdpti,on :
Scope :
lrd!!
R..,| slcl&ll.|: XW,Gll6, lrr t1.3, 2*rrilte. Wler
(cl l0Ct!0 ETERCIIC Steel Beam Design Pago 1
Description Gdd 10 BETWEEN GRID J.3 AND K.2I
I
I Ceriler Spa.l
Lef, Car*.
Rlght Canl
Lu : Ur$raced Lengih
25.90 ft
0.00 fi
0.00 n
12.90 n
Phnc+Phned
Bm vltt. Added b Lo€ds
LL & ST Act Toge{tier
Load Durdion Facior
Elastic Modullrs
General lnformation Calculdloor .rc d.3lgncd lo ASC gth Editlon ASO rd le07 frBC R.quhaDnt
Distributed Loads
rdft
tdtt
kn
n
n
k
k
k
It
*7*6#5,4
8.0(x) 8.(ru8.m0 8.(m
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LL
ST
Stan Location
E.d Locdbn
Didl-od
Liv! Load
sho.t Tcrm
Locdhn
il1
1.32.
1.391
12.895
12.895
t2
0.425
I .l3Kl
t 2.8SF
25.895
Point Loads
Beam OK
stitic Lo.d cr3c @vcms Strc.3
Uning: W24X68 s€dbn, Span = 5.90n, Fy = SO.Ofg
Erd Fbdty = Phne4Phned, Lu = 12.90fi, LDF = 1.000Actual Allonablelvbnent 325.325 k-ft 329.976 k-ft t/hL Defbction {).206 hfr : B€nding Str6s 25.311 l(si 25.€i7ll ksi LengtUDL Defl 1,04t.2 : 1lb / Fb 0'986 : t Lengrh/@L+LL oeo ffi'4 :1SlHr 53.404 k t 96.59 k
fv : Shq Slroas 5.423 klii 2O.@O ksl
fi, , Fv 0,211 | 1
k-ft
k-n
k{t
k-n
k
k
l(
k
0.0@
0.000
0.0m
0.0q)
53.40
35.60
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<<- These @lumns are Dead + Livo Load phced a3 ncled ->>
Madfium
325.3:i k-fi
53.40 k
35.@ k
{.706 In
o.soln
0.000 in
o.mo ft
53./O
5.|.60
DL
onV
139.88
2.37
13.97
-o.296
0.@0
0.mo
0.000
2.37
21.97
LL
A Cants
LL+sT
O Clntg
LL LL+ST
O Center |o Center
325.3luoc M +
MaKM-
lra)(. M @ Lefi
irhx M @ Rigt*
Shear @ Le{l
Shaar @ Right
Cer{ea D€f.
Lctt Car{ Defl
Rlghl Cart D€'f,
...Ouory Detl @
Readbn @ Left
Reddbn @ Rt
Wkfl
Web Thlck
Fhnge Thickness
Aaee
4.706
0.mo
0.(m
0.000
53.rlo
51.60
4.706
0.m0
0.mo
0.0m
53.40
51.@
0.(m h
0.(m h
0.0(I) h
0.m0 h
8.965in
0.415 in
0.585 in
z).toh2
I ,8:Il.0O in4
70.40in4
154.235 in3
15.706 h3
F. c.lc'd pGf 1.5-2, lClJr > Cc
Section W2,[X68
* ffir.,r.t1.,e2*r.'r.,vr'*r Stgel Beam DeSign
Gl rF- 6:rc|rc
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JoD # 929iTltb : Vail liraniott Mourdaln R€8oIt
D.$.: BDK Ir.!.:
D€crldlor:
ScoF:
Grit 10 BETWEEN GRID J.3 AND K.2
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&pt'\p.nl',
E ,VA, lncorponted
l3'19 Spruce Street
Boulder, CO 80302
Ph:303.444.1951
tax.3O3.444.1957
O JvA. Incorporaicd
47lo South college Ave.
Suite 112
Fort Collins. CO 80525
Ph: 970.225.9099
tax 970.225.6923
Ddae; /trclvt Page:-
By QE orkd.By:
-,otl',, %ll
Pr,'e'3c, V4tLt4@nfif
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E Pr€llminary O Final
?g ' ?, ?tt
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c1.bJob#@1Tltlo : Vat lhrriofi l/lountaln Reso.l
Dsgnn BDK
tloscdptloo :
Scop. 3
Dat.:
lf,r llclclttr: XS@t6, lb 3.13. 22tll{|l, lhil
t€) lttclf BCiCAC Steel Beam Design
{.409
o.m0
0.(m
4.671
0.m0
0.000
0.m
?1.t2
52.X
{).4@
0.(m
0.m
z'.8(l n
0.@ fi
o.cD n
0.00 n
llo( M +
ilrr M -
Itloc M @ Le'i
lra( M @ Rigfa
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Description GRID K.l, BETWEEN GRID 6 & 5
C€nbr Sp€.|
Lell Cart.
RigH ca.f
DL
LL
ST
Sta.t Locdixt
End Lcatbn
Dead Led
Llw L@d
Slp.t T.rm
Loca0on
PtuiedPhmd
Bm \rvl. Added to Loads
tl- ! sT Donl Acl Togpiller
0.190
0.zn
k/tt
k/tl
kn
It
It
k
k
l(
n
Beam OK
stedc Lod qse Govotl Srrusi
Usl|g: W24)(df sadio.t, Spe.t = 27.8flt, Fy = 50.01€l
End Fbrily - Pln FCPlmed, Lu - 0.00fi. LDF . l.mAciual Alolrablc
Ilornerf 352.239 k-tl 359.098 k-ll Ma( O6[ecdon {.874 h
lb:8€rdng St€ss 32.370 lei 31.@O lcd LengiM)L Defi 817.3 : Itb/Fb 0'931 :l Length(oL+Ll Den) 3Ez3:1
Sh€ar 52.254 k 204.164 k
fv : Shear Sbes3 5.1 1 9 ksl 20.Cx) ksl
tvrFv 0.256 :1
k-n
k-n
k-fi
k-lt
k
k
Stl€ar @ L€ft
Sttcar @ Rlgm
ccntor De0.
Lsft Cad D€[
RlghlCa|tHl
...Oudy DBfi @
R€acdo.r O Lcll
Reaotlo.r @ Rt
F. calcU p.r 1,6-1, lCUr < Cc
k
k
0.0@
0.0m
0.m
0.000
l-u
ryy
Rt
Widtl
Web Ttricl
Flange Thitme€s
Area
General Informalion Gelculdbnr rc desioned to AISC ith Edtlton ASD.nd 1907 UBC Rrqufemrntr
rForce & S!e:g Sgmmgry [
l@m$!o
352.24 k-lt
21.62 k
52.25 l(
{.674 h
0.000h
0.m0h
o.qp ft
21.@.
54.25
n.740h
7.O40|n
o.{toh
0.590h
| 8.20 in2
DL
onv
t 6e58
10.4t!
24.21
0.ocx)
1O.r(t
24.21
LL
@ Centar
$2'21
21.@.
52.6
LL+ST
O c6rd€r
1,550.m h4
34.50 h4
130.581 h3
9.801 in3
0.cxxl
r0.{l
24.21
LL
A Ca1{3
LL+sT
A C.r*3
o.om h
0.(m h
0.0q' h
o.(xn h
cz+Job#SlTn : V.t Nlatrld ildmbh Recod
D3$||:8OK Oc.:
D.scdp0oo :
Scop. :
H$&::r.:.r*abrc.v*cr Steel Beam DeSign|c|rr}{acrc'|'c
Descriptlon
ti-.
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h.*anah.{Jr5
h.21.@
han.zl.a
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O lvA, Incorporated
1319 Spruce Street
Boulder, CO 80302
Ph: 303.444.1951
Fax: 303.444.1957
o JvA, Incorporated
4710 South College Ave.
Suite I 12
Fort Collin5, CO 80525
Ph:970.225.9099
Fa\ 970.225.6923
Date. 9.l!1tr
-
get€el-
By: Oll chkd. By:
-na no, tl/4 I
P-ie<1t YklV l1 )<&qlOff
ctienc ?^kqrf
E Prellminary tr Final
| ?,3+ tl?t.Ott
.
)teb citlrtvudrN
.rrn'1
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vJr,
' ll2'-c"
u)*, (ftow\r;l,*)
,\0. " lrr *r-f ro /ra\
g lAtW
, Za (Lf"
T" ttOZ*-lr, u7o** 7 tthz-+ / t or*t
926 c"x[- &^ c ,nb
,u20,^l Ct'lrt?tf10\)
,,1r.- Ee#,
n6z* | ao tL + N,/-+, 4acvqt
tlaV b\. *tzlevs*e,nt
?*ttrtJ )
t'/a"nlu lL&+'L' slol> @ l/' o,c. N/ A6tr :
' l6t.Cd A.- Ll*a
t r"*
Ft ' 2r26b-F ' 271d0 n-b Ae 2tt7s'',61;.rr) ' TttLZn-lLr zlwn'b
czq
|. cL+wt/-
2. Lt+frrl
4. CF+Ee\
4. euact-
gzchJtotLr|! [" rJv-tb
w*tL oF, zaasil oe v.l(h Hcvt(f4 n ft/N&e-
6a12 a\(,t{L lF coPeb W2 dbdll'qs*ng,
ftlt?tt\h t" 'Tw Aftb Pta-^16g
tb'cep wERf RroD
Fm ,n,r EfARtN0
AT RM,
rt'o Bd.tS ffn
SCHnOUIT ANO
atiltqAl il0185.
fm [fltv.]yt PlAt(
Pra Ftlt PIAI|
slmt cAuilil, gt
PIAN F@ gZT
ITP4CAI BTAM TO TS COIUI{N CONNrcTON
(PR1AE flilltA? ?AnilC At aEAil-r1-atAil CNMCnOV)
FRAilt? BtAil C0ilNtCr/0N SCH.nUL.
&t stE | tr r1't SArs ail. S(ZE / E rt't 80t15
ra n0 2 ^g.tt-wl 6 'w+1, gL
nz n1 J -Lb 7L r21 7 .*4.1t'
,ft6 | *11-l(,rr27 I rtL.StL
n6 5 ,-76.ttt tril g -.14iQ
PLAN DETA/L 34": / '- o
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E JVA" Incorporated
1319 Spruce Street
Eouldet CO 80302
Ph: 303.44.1951
Fax:3O3.M4.1957
El ,vA. In(orporated
4710 South College Ave.
Suite I l2
Fort Collinr, CO 80525
Phi 970.225.9099
Fax:970.225.6923
Dd.". ?lznlol pre.{)%L-
By: 9Z orkd.ay:
-t**o, 4l4l
,an WdL f.tL'4anwlt
ctien, fu/fi
B Praliminary tr Final
AU'W Ra^LteQ li ,
fQ6>4*tlz (t*rw^t, ?4 t l) Fvlrlt k?ta v tlpial
?' Tt+Y
7r, 4Ot
?o'tblYl-. l?,s'
lk 1.0
f r 1,4t6t
&. l0.4rag
(Llr' ['t,8 , *'4bwt
!0 , 10 ( lo.A ,n" 8. h vsr
?r, , 2o,o rcl
-TRY L tt'lrXl.
A , 15.n2
L,lb?t lty',n ", ll. I rrf
Y -- \,M,t , fi,Ab%l
la.ul, , 10.,\
f^ ? v.fr Vhl
T7 z 6o*u7745L
Zq?tL- 2p' bQL
{:ilf 6tvt
I
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ltl,? vet z ?ovsr ,/ o,oov]
f,Ih r, *, .tsow, / kod,t.
04
fp,
-vtLz&JL*.
"/t, 611,1gt 218 Vl,a * a.tr- ,'. t, (tt.g\('A!w)c t?.9'
&\t+,+:\,ln"l,,cY, co+y.4ova), +t+L7 a,I E t/ htot
q+.r+ a++(at a) 'Dg+ * f . aqPlt.,t ,5,54Fr
Fs,, (srirz\tL")(.4)aar.ar) ' 47,2v 76,5t1 hobl
wt- g.tz, 3k'LYlgE
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B ,VA, In(orporacd
1319 Spruce Street
Boulder, CO 80102
Ph: 303.444.1951
Fa\:.3O1'.444.1957
n JvA, IncorporaH
4710 South College Ave.
Suite 112
Fort Collins, co 80525
Ph:970.225.9099
Fax] 97 0.225.6923
oate: d7 lcl paga,lZol-
ay: 6V akd.By:
-nb w: Ml
po*r WtlL ttt*C2.talfT
on'.n-. ?(WfT
tr P]lllmlnary O Flnal
t4,5 ,t4t z l6,*rq / toot
. 0,0 #\ <'tt.6wl /(4
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.0nLJMN f,arlrrcrNcr- *4gln1,'l+
P, llzrt
Qa, ?aE
?s ' [1'l-
yr 116l
V' l,o
f .l,4L tFtA$nl
A ' 4,q1
Wl. ,48,1
Fo,, ltft lSl
l.'r, A,avs1
{o{ L -tl-'6.xs
fr. J.lF nLr '- l.866,n
V,L'o
L' 12,5,
7y'-%u'st
Vulr, 4l,hWf"t' tr9, AYu
Q'r' 6zrl7,+5,n', fi,0 usl
hrrqngtc*.0L,l^e t-YL
I
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E ,VA, ln(orporatcd
'| 319 Spruce street
Boulder, CO 80302
Ph:303.444.1951
Fax: 303.444.1957
vJ7A,$5
Q$+.a4WeV :
vbe EAU-cktL
u[o- (u:cl+s*\ ' 1.26w
l),n, ltr'*r"\o*) z l,lLw
r+ l4sw u oo a\ r'\ | 4u) fan ]! lz (u\. f;',')L
?,' 1.0t-
?", l,IA{_ ?r, 1-L2L
E ,V& In(orporated
4710 south College Ave.
Suite 1 12
Fort Collins, CO 80525
Ph:970.225.9099
ta\:97O.225.6923
9, l'rcr
P. ATL
DalGi 4!-e-:J:)-- rag€: zl---sr-
Bs Bt- akd.By:
-ntno, 1741
n"y*r, Y'lrLV I'1/I&&V7T
clent P€tfFl'
O Pnliminary O Final
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fp,su
fi, bl.L
Pc:,6t
A,t.6t
?at 4L
?.'ffiL
&(lb
e*aL ) w,TWFhl H'a d {,I
E^t6T,Ala wt*x bZ
fi4y'
(e''7312
(.' -b.571 fn, o'z<
l?* . !'5 tL
| ?|w
{ n'tt
drn,l,?ELL7
u&t ' l,l?- nF
0* v,tvnnt r(- . . .-.F-.-
{:",i'l 1B:r'/8', ' et
#F
LB'I t+, tluI p., to(-
?, l(+* +wnrYz'Y ztcit te'- O"Jll z.(*.)' - q.4?t-
7o, 'L44V
(t-: - L,61tc
g' k>v+t
He' 2?aYrrr 7 t4s Y-Pr / hn"l
t\'z 'o-rc'n-'L/ lrrz / G*,.'
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JoD f, 9291Titl. : Vail i/httlolt Mounhin Resdl
Dsgru: BDK
Descrlptlon :
Scop. :
D.l.:
Steel Beam DesignIDescription<E> W24x55
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lDistributed Loads
t6 ,7
k/ll
k/n
tdn
It
ft
Ceriler Sp€n
Lett Cant.
Rlght catr
Lu : Unbrec€d L.ngth
OL
LL
ST
Start Loc.fon
End Locdin
Dcad LGd
Lh,C L€d
Shdt Term
Locafhn
PLnedflnned
ZLB ll Bm Wt. Addcd to Loads
0.o tt
7.m r
7.m ft
LL & ST Donf Ad Tog€&cr
,1 12 t3 14 ils
t.250
r.120
t5.(m
Load Ourdlon F*tor l.m
Ebdlc iroddtB 29,m0.0k31
l(
k
k
ft
General lnformation C.lcut 0on3.t doslgnod to A|SC $h Edilloo ASD.nd 1107 UBC R.$ftordt
Point Loads
Beam OK
ststlc Loid Casc Gov€ms Str.3r
Ushg: W24(55 s€cdon. SF r . 22.&n, Fy.36.0l(3l, L3tt Car . = o.m|l, Rlglt Can[. = 7.m|t
End Fb&y = Pinm4PinrEd, Lu = 7.O0lt, 1DF.1.000
lromd* #ro, a-n 1ffi.-n
Mo(. o€fiGcdon -o.$E h
fb: Berdng Slr€6s_- l.t.olo hii 21.6m ksi L€ngth/DL Dtd| 1,u.o t1tb/Fb 0'8$ : I Longth(oL+LL oell) 590'6 :1
Shea. 5.,169 k 134.ffi k
fv: Sh€ar Str.ss 2.7S l(si t4,40o ksl
lv, FY 0.190 :1
-{.85
13.41
7.71
-o.t 58
0.0m
o.137
lra( M +
lvlax. M -
]{ax. M O Len
li,la,( M @ Rigttt
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Forco & Stress S
<<- Tlrese cohmm .re O€6d + Liw L€d pbd a3 noaed -t>
R€dn @ Lcft 4.47
Rodirt @ Rt 127.6
Fr calc'd pcr 1.6-1, K'lJt < Cc
Dep0t
wk 0l
WebThH(
Flar€E Thlchess
Areg
LL LL+ST LL
O Crnter |o Cer{er A Cat s
133.74
-4.85
4.85
8.47
M.7A
4.308
0.0@
0.280
0.cxn
6.17ln.6
1,350.00 h4
29.10 h4
114.552 In3
8.308 h3
]i/b)ffnrm
tgl.74 k-lt
-0.308 h
0.cI)0h
0.280 h
0.000 tt
Dt
Onlv
68.92
-4.85
0.(m
13.41
58.66
LL+ST
@ caJ*s
6-t.35
4.35
€.35
k{t
k-n
k-tt
k.lt
k
k
Shear @ Lelt 6.41 |
strear @ Rlghl 14.78 r
0.@0
13.41
| 20.66
13.26
7.SKt
{.153
0.000
o.r27
0.0@
13.4
121.31
{.158 h
o.0@ h
0.137 h
0.000 ln
t3.41 k
120.66 k
Ccnt r D€[,
Lefi Cant Oell
RigH Cad Den
...Ou€ry Oen @
{.158
0.0@
0.137
h
7.005h
0.3p5h
0.506h
16.20 kr2
Weigt{
l-)o(
l-W
S-n
$vY
l-)o(
r-w
RT
Sectaon w24X5s
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tlsgm: BDK ItdG:
Dc3cddlon:
ScoDC :
<E> lll2'fx55
t. tr t
"flIIIJITJIIIIIIIIIIJII *
lh.ll!,tal
h.{.rl
k.2a.rc
Una n.zg.aX
ran O ||.n. D5r.r
h.l:ts
hrat.lr ta.7fl
o- O dttt ia r {.2Erl
V
Job #
'*rr Steel Beam Design 2,-
T
I
w&b*991Tn : Vaillranio0 lrout h Resod
Dsgnc BDK
Desctidion:
Scop. :
H ffi tr+ *..t". 2rl-J.lt-, v*lit
(c raoe BcRca9 Steel Beam DesignIDescription<E> W24X62
€.s
14.79
5a.(}9
.o.2r E
0.@0
0.1El
0.5(n -2.*0.5fi) €.59)
lvhx M +
l,lax. M -
Max. M @ Le{t
ira( M e Riila
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C€r{er Span
Left Caril.
Rlght Cant
Lu : Unbraced trnglrl
DL
LL
ST
Start Locdon
End Loc.lbn
Ded Lo€d
Lir. L€d
Shorl Tsrm
Locatbl
PLne6Plfll.{l
26.54 n Bm Wt. Added to L*
LL I ST Dmt Acl TogetFr
Load Duratbn Fador 1.00
Eldic trtodulus 29,000.01€l
t6 .7
k/n
k/n
kn
ft
n
0.(x) n
E.00 n
E.Oo ft
I niat'ihr|l.d I .ra.lc I'----'---------- ! :! i!t5*t *2 ,3 *4
1.2501lm
18.541
18.541
k
kr
ft
k-fi
k{t
k-tt
k-fr
k
k
4.211
0.000
0.165
{.218
0.mo
o.181
0.mo
t 4.6.1
55.73
l-)q
t-w
Rt
General Infomataon C.hulatlon3 ..4 dGlgn d to AISC gth Editlon ASD.nd 1997 UAC R.qulr€tDfil'
Overc$rssed in Shear I
Sta0c Load C.3G Govama Stro3s
Uslng: W2/Lx6il sectlon, Sp.n = 26.541t, Fy = 36.q<9, Len Cat[. = 0.001t, Rlght Cant- = 8.00n
End Fixity = Phne&Phned, Lu = 8.mft, LDF = l.(no
uomer ffi-n ffi*-n MaxDen dion 4.3erh
b : Bendng Sf€ss_- 13.16 ksi 21.600 kri Lemttr/DL Oe; t,@.0 : I
lb
'
Fb 0'60t : I Lengw(DL+LL Den) 651'2 : I
Sh€ar 'l/|9.7rc k 146.S{l k
fv: Sh.or Stess 14.6f2 l€i 14..lOO ld
fv, Fv l.clt : I
=I Farea * Slrccc Srrmmanr I
cq- Tlse oolgntt m Dld + Lhlc Led phccd a ndad ->>
Shear @ bn
Strear @ Rlgil
Cei{6r De[.
Lefi Canl Dcfi
Rlgl* Cant M
...Ouory D€n @
R6acllon @ Len
Readlon @ Rt
wiih
Web Thick
Fbngp Thickn6s
Area
l/hinrum
t 42.64 k-ft
26.34 k
1Q.77 k
{.3r8 h
0.000in
0.295 h
0.000 n
a.u
151.42
/3.74in
7.040in
O./B0h
0.5S0 in
'l8.20 in2
DL
o'rly
83.39
{.98
0.(m
14.75)
55.08
LL
O C€ntet
142.U
€.98
€.96
8.U
14p.77
{.rxl
0.000
0.295
0.0@
m.u
15o.7f
LLrsT
O Cent t
0.0m
14.79
55.08
.82 *'n
1,550.00 h4
34.50 In4
130.581 In3
9.801 h3
LL Ll+sT
A Car s OCt s
81.70
-9.98
-9.98
14.64
9.21
{.216 h
o.mo h
0.18r h
0.0(p h
14.79 k
55.08 k
Fa c.lc'd per 1.5-2, leur > Gc
Tn : Vat tffi lldntdn Resod
OsgI: 8DK Il&:
D3icrip0on !
Scopc :
W
Job f 9!ll
<E> W2.0X62
l.r &
offiIlIlTlIlTlTJTITlTITlTl'-'
Lfi' la2.ol
lE.{.lc*r
h.2!.Lc
han!t:ac
rtsarltlia,*r
L:. ttl,alt
h(aiI laC.77l
Odafi na.ararl
1ffiq91*"r.r,:a.r-t*,"",- Stegl Beam DeSign13-aclcllc
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Job il 9291Tltla : Vail i/httirtl Mountain Re6od
Dsgnn BDK
D..cdption :
Scope :
D.tc:
XSqE C5,lt 5.1'l,2}tr}'r. Wilit
lJee Er€Rc Lc Steel Beam DesignI
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Description <E> W2,fx55 GRID LINE 10 BETWEEN J.3 AND K.2
lDistributed Loads
Steel Section : I
Car cr Spaal
Left Cant.
Right Cant
Lu : Unbraced Longih
26.m ft
0.@ n
4.00 n
4.00 ft
*2 #3
0.625
0.560
15.(m
32.800
Plnned-Pinnod
Bm Wl. Add6d to Load3
LL & ST Oml Act TogeOFr
DL
LL
ST
St lt Locaton
End Localion
Ocad L6d
Lhr. L@d
Short T€rm
Lcatlon
#1
1.m
1l?o
15.0m
*4 f5 #6 t7
kn
kn
k/tt
fi
ft
k
k
k
fi
General Infomation C.hulatlons .lt de3lgncd to A|SC gth Edition ASD r||d 1|e7 UBC R.qufilstt
Poant Loads
Beam OK
swk Load crsc €ovcrnc-
-Strcii
Using: W24X55 s€.ton, Spen = 26.@'n, Fy = gO.O<si, Lelt Cant. = 0.001t, Riglrt Cant. = 4.0olt
Erd Fixiv = Pimc+Phned, Lu = 4.0Oi, LDF = 1.000Ac{ual AllowabbMornenl 197.175 k-ft m.U4 k-ft iitd(. Dettecdon {.613 h
fb : B€ndng SlrE€s__ 2(1.655 ksl 23.760 l€i LengWDL Den ggo.i : I
lb / Fb 0't30 : I Length(DL+LL D.lll g2"3 : 1
Sh€ar /15.847 k 134.066 k
fv : She.r Stress 4.924 161 14./rc0 ksltYrFY 0.142 :1
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t
DL
Only
90.23
-3'j.24
-3a.24
15.35
21.U
4.269
0.@0
0.109
0.m0
15.35
33.06
LL+sT
O Car{s
Force & Stress
<<- Th6e columl}s are De€d + ]"h€ L€d phcad a3 nded ->>
llhimum
i,lal(. M + 197.17 k-ft
llo(. M -
ilh. M @ Len
lihx. M @ Rigl*
Str.er @ Len 30.92 k
Shear @ Rbht .15.85 l(
4.613 in
0.m0h
0.298 h
0.0@ ft
LL LL+ST LL
o Cer er @ Center O cdlts
197.17
-38-24
5/.30
-119.21
-119.27
12.73
34.81
0.000 0.000
15.35 12.n3:).06 59.42
m#/n
k-ft
k-n
k-n
r-n
k
k
{.2@ h
0.(m h
0.1@ h
0.000 ln
-#.24
30.92
45.86
4.613 {.26S0.000 0.0000.298 0.1@
4.124
0.0@
{.036
Center Def,.
Lelt Cant Delt
Rlgt{ Cad Den
...Qu€ry Defi @
wklth
Web TNd(
Fbqe Thbloess
Aroe
0.0@
30.92
57.57
t5.35 kgt.cr kReadion @ Lell 30.92R*lin @ Rt 83.92
F. c.b'd pcr 1,6-1, leur < Cc
23.570 ln
7.005in
0.395 in
0.505 in
.|6.20 in2
Weight
l-)o(
l-vv
S-F(
s-vy
1,350.m in4
29.10 in4
114.552 ft3
8.308 in3
r-u
kw
Rt
Section w24X55
v"
Job t 9291Title : Vail iranirt Mounhin Resdt
Ds$r: BOK I).t :
DC3cription :
Scopc :
i.r 3l&liiJi 6&rqyrc.rl, zllr'rrr..n sr Steel Beam DeSign
(c) lf'Ete ECiCr'rc
Description <E> \l\l2fx55 GRID LINE 10 BETWEEN J.3 AND K.2
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h.te7-*l
hE(..O.Ctll
hiLCl.r
ltsaX r S.tXl
l||ro|t r lrl.2?l't
E|..r At.gl,*
$ r O i.45.0,t7r
O.l Orlrtl6a. O:'nh
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Job # 9291Tillc : Vail ltlaniolt lrrounta'tn Resorl
t)sgnn BDK
ttcscriptbn :
Scopa :
RG/: 3lOlql
ULc WV.{Ell6, Y- ilg 2el'D19. VlLrg
(c) l9ailge 9CRC IC Steel Beam Design
T Description <E>Wl8x35
General Infomation Catculatlons .rG deCgncd lo AISG eth Edltlon AsD.r|d 190t UBc Rcquf€mott
Steel Section : W18X35
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{.138
0.m0
0.0q)
DL
Ontutz$
9.20
9.96
4.0,14
0.0(x)
0.@o
{.o43
9.20
9.96
l-)(
l-yv
S-n
s-yy
Ma.M+
t/hx. M -
]r/h.M@Lelt
Mar M @ Righi
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LL & ST Act Togettur
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Len Cant.
Right Cari
Lu : Unbraced Lsngth
DL
LL
ST
Slart Locatlon
End Locdon
Phne<l-Phned
11 .m i Bm \M. Add6d to L@ds
0.00 tr
0.@ lt
0.00 n
*1 *2 '3
l1 #5
1.X2
2.78
Load DuEUon Fador l.0O
El6tlc ModrlrJ3 29,0()o.0lcl
,6 *7
tdn
k/ft
k/tt
ft
It
k-tt
k-fr
k-lt
k-n
k
k
0.@o
0.0m
0.@o
0.000
r-)0(
r-yy
RT
k
k
'l7.700 in
6.O00in
0.300 in
0.425 in
10.30 h2
Poant Loads
De.d L€d
Lh,c Load
Shoft T€rm
Locatlon
Beam OK
St tlc Load C.3. Gorrom3 Strt3s
Using: W1O(36 sectim, Span = 1l.oolt, Fy = gO.ola*
End Fldty = PinneGPhn€d, Lu = 0.00ft, LDF = 1.000
iibmer -*t -a* *-n ffi*-n Max. Defr€.{'ron {.138 h
fb : Bending Slress_- 20.906 ksi 23.760 lcri LengtilDL Oei z,g7e.O :1
lb / Fb 0'tt0 : I Lengih(oL+LL oef,) 958'5 : 'l
Sheer 31.017 k 76.&k
fo: Sh€af Stre€s 5.841 ksi l4.lttO ksl
Iv lFv 0100 : I
k
k
k
fi
t
Slrar @ Lelt
Shed @ Right
Cente( Def,.
Lefi Ca.d Den
Right Cald Defi
...Ouery Defl @
R€actkrn @ Len
Rcac{ion @ Rt
widh
Web Thbk
Fhng€ Thk sress
fuee
Madmum
.100.t1o k-n
28.75 k
31 .02 k
-0.138In
0.(mh
0.000 h
6.30 n
28.75
31.V2
LL
O Cenler
100.ro
n.75
31.o2
{.138
0.m0
0.0m
4.135
8.75
31.02
LL+ST
O Center
4.135
28.75
31.O2
34.S
510.00 in4
15.3O ln4
57.627 itr6
5.1m in3
LL
O Cants
LL+ST
O Car s
0.(m h
0.000 In
o.mo h
0.000 h
F. cdc.d per 1,5-1, lCUl < Cc
Section
zl-r,'rs.uffir Stegl Beam lleSign 2
2-
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D€r| T BDK I}&:
Dc.cdptlon :
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tr ,vA, Incorporated
1319 Spruce Sueet
Boulder, CO 80302
Ph: 303.444.1951
Fax. 3O3 .444.1957
O JVA ll|Gorporatcd
47'10 south College Ave.
Suite 112
fort Collins. cO 80525
Ph:970.225.9099
tax. 97 0.225 .6923
Dat4 | r, :i'r., i r.gc. t-j-!:-
By: QIL o.kd'ov:-
totrc. 4741
t''*r V*lL rllreQbff
cri.*, fr*{f
E Prellmin.ry E Final
Cvtec* t*> Ww4 Cav t't uvtA.#Pn
te&r*rVnnL
*;*ottr trobl
ttlA,5t
Itr.5'
,--J9' 10tW
a)urZ"Qte?
ta,, tlL
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Job t E291TiO. : Vall Matdd irour*aln R6o.t
D3glt|r: BDK
Descriptlon 3
Scop. :
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Lv: !tcl@t,. :n G)16. Vrtls.2^Ju>lr, [l}l
{o) lg|}C AERCTTC Steel Beam DesignIDescription<E> W21x101 GRID H.3, BETWEEN GRID 1t AND CORE
17.50 ft
0.m fi
0.m fi
0.00 ft
lra( M +
llarc M -
l,lax. M @ len
Mil.M@ Rifr
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Steel Section : W2tXl0l
C6ril6r Spen
Lelt Cril.
Rigtl CaI{
PhrE+Ph.r.d
Bm vv|. Add.d to Ledc
LL e sT Dont Art Tog€uFr
Led Dtrdln Fa.td | 'CX)
Ebstic trrodLfiJ3 29,m.0k8l
DL
LL
ST
Sbd Locdon
Erd lrcafo.l
O€dLed
Lh,3 L6d
Sho.t T€.n
Locdbl
o.7n
t.600
ldfi
k/n
k/n
n
It
k
k
k
It
Beam OK
Sta0c Lo.d Ca.. Govam3 Sba33
U3ing: W2l Xl 01 .6{in, SFn . I 7.5dt, Fy . 36.0kri
End Fbrl), = Plm€+Pim€d, Lu = 0.0O{t, LDF - 1.0O0Aclual Allowabbl/bm€r 325.224 k-ll .148.652 k-n Max. Denec-tlon 4.?i21 h
fb : Bcn<tro Sbrto_- 17.% N 23.760 ksi Lcng6';OL Defr 2,631.5 : 'llb'Fb 0'726 :1 Lengtlv(DL+LL Den) 949'7: I
Shear 71.186 k l$.im k
fY : Sh€at Slress 0.665 ksl 14..m k3l
lv I Fv oJ6il : I
k-lt
k-tt
k-tr
k-fi
k
k
{.@0
0.0@
0.(m
0.(m
4.21
0.0@
0.(m
0.0(p
0.mo
0.0@
0.0(n
o.(no
o.080
o.(u,
0.000
4t.19
71.19
k
k
a-[
rw
Rt
General Information C.lculdtoN .r. dGlgn d lo Asc gth Edftion AsD.rd 1997 UBC Rsqulmnrr
Distributed Loads
Point Loads
iForce & Stress Summary !
(<- Tlr6a cofi.rn|rs ato Dead + Lit o Load Pbc€d - noaad ->>
Sfs @ L€n
Sttear @ Rbtf
Cerler Dci.
Le{l Canl Dell
Rigfit Cart Defl
...Ouery D6fi @
Readon @ L6fl
Reacdon @ Rt
wirt|
Web TlilcI
Fbn9e Thlcl(r|ese
Area
i,/himfil
325.22 k-n
4t.19l(
71.19 k
4.21ur
0.(mh
o.moh
o.qn fi
41.19
7r.19
2t.3ffh
12.290in
0.5cnh
0.8C[) in
E.8okr2
DL
Onlv
118.35
14.61
8.76
14.61
25.76
LL
O Cerier
3?5.2,
41.19
71.19
LL+sTa Cer er
2.420.00 In4
248.@ in4
226.592 ltt3
40.358 h3
0.mo
t4.61
25.76
LL
A Catis
LL+ST
A Ct{s
o.(xlo h
0.0q, h
0.0(x) ln
0.(m h
Fa ce|c'd pcr 1.6-1, lcl, < Cc
Seciion w21Xt01
a?-
Job I 9:BlTltlr : Vail t/hnitt Mouttah R€sod
Dsgm BDK t).t :
t .rcdpdon !
Scop. :
Lffi3111..'.+zen-t-,rr.* Steel Beam DeSlgntE aD-tcx.c
2t-
<E>
''',21X101
GRID H.3, BETWEEN GRID 1T AND CORE
lh.SAan
hsr{.z|lh
b(ial.lE
h.OI.{l.llr
t*
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Job f @tTru! 3 Vail titatritt tloutdah Ro8o.t
Osgnr: BDK
Oe3crlplirn :
Scop. :
llalG:
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(.' rll}r g':icllc Steel Beam Design Pag. f
Description <E> W2,fX76; cRlD J.l BETWEEN GRID 11 AND CORE
C.r er SFn
Left Car*.
Righl Canl
Lu : Unbraced l-gr€lh
t7.50 n
0.(x) ft
0.o n
o.00 n
Phnod-Plnncd
Bm Wt. Add.d b l-o.d!
LL e ST Oonl AEi TogFO|er
General lnfomaffon c.huLtlon3.r. deslgned to Alsc 9$ Edltlon AsD.nd lt97 UBC Requtmdt
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Distributed Loads
DL
LL
ST
Start Locdon
End tocdon
{7t6#5l4t2
D€dLd
Lh,. L€d
Sho.t Term
Locatlon
k/tl
k/n
k/n
It
It
0.090
0.2@
l(
l(
k
n
Point Loads
UriE: W24frc !..rin, Span' tZ.SOlt, Fy = 36.OGl
End Fbdy ' Plnned-PhrFd, Lu r O.mfi, LDF - 1.000
Irroment -*r'to*u ,t |<-n Llax. oe0ec0o.r {.15o h
lb:8qdno St6e= 14.410 lcsl 23.760 ksl LengttvDL D€1 3,621.6 : Ilb'Fb 0'80' : t Length(oL+Ll D80 r,4ol.o : rSh€6r /13.2@ k 151.557 k
fv : Sh€r Stress 4.tO5 kd l.t..l@ ksitv/Fv 0.285 :1I
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Force & Stress
<<- Thes€ columns ars Dead + Li€ LGd pbc€d as ncled ->>
OL
Only
79.97
tl- LL+ST LL
@ Cer{€r O Center O Car s
210.85
t 9.20
.|3.20
0.000
7.45
16..15
2,,|00.00In4
82.50 ln4
175.505 in3
18.34t h3
LL+ST
O C4|ts
i/hx. M +
llat( U -
ltlaN( M @ Left
llarc M @ Riehl
Sh€n @ Left
Sh€at @ Rlgtil
Ccd€r OGf,.
Len Cant D€n
Rirht Canl Dsll
...Ouery Dcn @
Reacllon @ Len
R@lbn@Rt
with
Web Thbk
Fbnge lftida|cas
AIea
Modmum
210.85 k-ft
19.20l(
tl(1.20 l(
{).t50 an
0.m0h
o.(mh
0.(m n
19.20
€.20
k-n
k{t
k-ft
k-tt
k
k
7.45
16.45
4.057
0.0m
0.(m
4.150
0.00o
0.000
0.0(x)
19.204.n
.o.06f
0.mo
0.(m
l-n
lW9u
s-yy
0.0@
0.mo
0.(m
0.000
0.000 h
0.0m h
0.(m h
0.(m h0.000
7.45
16.45
l(
k
8.9Sin
0..140ln
0.60|n
22-40i,n2
Fr calc'd pcr l.t-i, lCUr < Cc
Section w24X76
wJotilmiTn : Val ira.dd lilo(flt|k| Rs.dt
D.gnr: BOK lld.:
D..crlFbn :
ScoD. :
a'.r:al;rlvn Steel Beam DeSlgn 2
<E> W2ilX70; GRID J.t BETWEEN GRID 1l AND CORE
n*a
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O JVA, In(orporated
'1319 Spruce Street
soulder, cO 80302
Ph: 303.444.1951
Fax: 303.444.1957
D ,vA" In<otporated
4710 South College Ave.
Suite 112
Fort Collins, CO 80525
Phr 970.225 9099
Fax.97O.225.6923
Oatei 'i t .f Lw I ragez:-=
By: ?lL chkd.By:
-robtrot q^q I
w* VNLt\*4?"ffi
6n*1 ftrtYl-
E Prellminary tr Final
€ouovtN Ct*lzM z
TbbrLx tb
?r, 4U+ ' tCV
f, t $4v+ >6L
l, z lol
Ye, UqV
(hubLt\W 1,t,+)
(e:Itt|l1-tL,''?*V16V
t0 +t-
tl1p
ZfiqE ,/ hoob!
("llt+1*'4t
ttt,L 1174 v y'Uoo2t'
A,ytleB:rTwt/t',r1.
u, b r6t 1 to.ive\ / ** L
(.(!r tt^lp 4,.J.1 -- Vnara l7z'4i ro t?l'- 1'
'f1B"L*Ilz
Tv. lOt+lrv+qv., ll4K
?,-- $?r) lzv- +l1u ' lw
L. 6'' 2'
?e ' 242 nvs I ,ooL
(rt 1,Ct th , *: 12.4",4
Vulr ' 4r.5
fy " 4bWl
fot, zt,X6 wt
Qv, $lvl lt/,4,o, ) q.z- Yat
RErilFatG. (.oL.2re /fi" - |'llvtu'>
11 z /.0444 "
tLL lr t [6 .6
fy' ac wt
to. l$.6wt
8', . [fl28/ r7,nz - ll,f. vq
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tr JvA, lmoporated
1319 Spruce Street
Boulder, co 80302
Ph:303.444.1951
fax: 303.444.1957
O ,vA. tncorporated
4710 South College Ave.
Suite 112
Fort Collins, CO 80525
Phi 970.225.9099
Far 970.225.6923
Dat :. ?!!!LLYL- Pase',tc oi
By: ?Y- chkd. Ev:
-1o5s1o,t 4L4l
e"i,*ty'*v- Iq'hELtplT
oi"nt, PRllfT
tr PrcliminarY 0 Final
Cotdul *ut'.
7o, 2l'V + UV-
?t.: 47v +10L ' 56L, q6L
15tu. /4&v- &Th7t{a r'fub1.
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LEVEL I2I'-4 FRAMING
IJVA. llrctporat.d
1 319 Spruce Street
Eoulder, CO 80382
Ph: 303.4,14.1951
Fax.3O3.444.1957
O JvA, Incorporated
4710 South College Ave
Suite 1 l2
Fort Collins, CO 80525
Ph: 970.225.9099
Fax.9'1o.225.6923
oatet *l t'lUlt l Page E{ ol
By: FIL ,htd.Bv: i
rob No, .h4 | .'
P,oiecc. VFlfv 4M2U0ff
clienl:. Wn
tr Preliminary tr final
;:
To, FIV
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ltr 14
L. 0'-2, n Te , 4*7lSltt fa,'Sb:
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E ,vA, lncorporaied
13|9 Spruce Street
Boulder, CO 80302
Phr 303.444.1951
Fax:3O3.444.1957
E JVA, tncorporaied
4710 south College Ave-
Suite 112
Fort collins, CO 80525
Ph:970.225.9099
Fa\:970.225.6923
Date: LLL!-12\-t4e:GbL-
By: EAI- chkd. By:
-tobtto: 1Ul
Prcie* Vl+lLr4taS|.ttf
ctient ffi#l-
O Preliminary tr final
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7c'6tu?,,W
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Lq ln'-y" - t|"fv- la.tt- 4,t , $t. 1't
(=l,nt' , At 4,61,nt
Fy = l* ttu
Vvlr qz,oB
fq. ZZ,AI Vtt
9, , 6zr / l,e?no, lz.+z wt
Aw 6\- t !" x4
A'lr,'75na
r-:. It l/4, \'-*telVllrz 4L "4fa. lE. b LsI
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LEVEL 110'-8 FRAMING
O JVA. Incorporated
1319 Spruce Street
Boulder. Co 80302
Ph:303.444.1951
Fax 303 444.1957
O ,va, Incorporated
4710 South College Ave.
Suite | 12
Fon Collins, CO 80525
Ph:970.225.9099
F ax: 97 0 .225.6923
oate: !l-2J!J- Page: EL-ol-
By: * chkd'8y:
-naxo, 42lll
pa*r V*lL4A(Oloff
ctienr: RttstT
O Preliminary E Final
Ctit t)AN MRoy!_
&At ql ns
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7. , lI!U
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Ab? tL
L ro'-z' a'?rz , 4o>r 7 y?L/ rru-
196il,rt/z
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y., $1.7't * ?,7,t 7& V 7 ,o6v / @
T6&16r'lz
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LEVEL IOO'.0 FRAI\{ING
I
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tr JVA, Incorporated
1319 Spruce Street
Boulder, Co 80302
Ph:303.444.1951
Fax: f03.444.'1957
O JVA Incorporaled
4710 South College Ave.
Suite 112
Fort Collins, CO 80525
Ph:970.225.9099
Fax.970.225.6923
Daret 'I Ubl 14 PagG: lf,L--al-
By: €L chkd. By:
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e,a".., (riL r,|a3ilarT
oient' F?lrfi-
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Job # 9291TitL : VC i/tanitl Mountain Reedt
Dsgr: BDK
De.crlpdoo 3
Scopc :
D.lC:
ti: $qlt
lJ.r: l 90Glt6. V, 5.1.q ZArDilt llltill
lo) le.l}f El*icllc Steel Beam Design
General Information cdculdon3 .t d$lgned to ASC tth Editoo ASD.nd lgtt UBC R.qulretn'nt3
steel Section : W36X|E2
0.000
0.0@
0.om
o.0oo
r-n
t-w
Rt
4.572
0.oo
o.000
352.87
452.54
{.5f2
o.0@
0.m0
0.00
DL
Ontt
42.61lro( M +
lla)c M -
Max. M @ Len
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Sh€ar @ LefiStE @ Rlgfi
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Description <E> W36x162 r AR'lb q
C€r*er Spen
Lell Cr.{.
Right Cani
DL
LL
ST
Stad Location
Erd l-oca0o.l
Dc.d Led
Lh,C L@d
Sho.t Ts.m
Locaton
$.m ft
o.cp n
0.00 n
0.(x) n
1.Hl
t.t t3
PhrF+Ph.rcd
BmW. Addod b Ledr
LL E sT ftf TogFoF
LL
A C€.*a
1W.8
3sa.87
452.9
WeSht
l-u
l-yy9n
$vv
Ldd Orratbn F..lo3
EbsUc ftiodttu3
k/tr
k/n
kn
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fi
l(
l(
k
ft
Cenlor Dan.
Left Ca][ Oell
Righl Cant Den
...Ou€ry Oen @
lribxtrnum
t,@7.08 k-tt
352.87 l(
45254 k
{r.sf2 h
o.unh
o.(mh
0.(mn
LL+ST
O Cedet
0.ooo
352.87
452.9
82.06
11.3m.@h4
347.0 in4
622.075 in3
s7.474 h3
k-tt
k-ft
k-n
k-ft
k
l(
140.58
180..14
4.240.u)
0.ffto
0.(xn
trO.58
180.44
o.mo h
0.(m h
0.(m h
0.000 h
Re*{on @ Left 36.2.87
Reaclion @ Rt 452.9
F. c.k'd per lS-1, lflJl < Cc
winh
Web Thick
Fbngs Tftickress
Are6
k
k
ln
12.075h
0.725In
1.180 in
53.60ln2
Distributed Loads
Point Loads
Overstress€d an Shear I
St.tb Lo.d C.s. Govcm3 SlrC..
Uslng: W36X182 36c{io.r, Spen = 30.00n, Fy = i,6.01€l
End Fbdt!, = Phncd-Pln red, Lu ' 0.00fi, LDF - 1.m0Adml Alof,abb
llonent 1 ,gt.O82 k-n I Ft.709 k-n Ma& Denec{on {.St2 h
tb : BddfE $rE s_- t9.813 ksl 23.760 ksl LenglwDL Den 1,476.8 : 1' tb, Fb oJlt : I L6ngW(DL+LL Den) S29.7 : I
StEr 452530 k 379.285 k
tv : Shs6r Str6s 17.18'l lcri 14.400 ksitvrFv 1.f9!:'l .r. V(tZrtl ? tWa{re,
Section w36X182
ke
Job * g29tTilh : VaI Marld Mo'{ah Re€od
Bgnr: 8DK D.t :
O..ctldlon :
Scop. :
ats,an;r-.nrn Stggl Beam DeSign
tL *
h.t.el'f|(Ir..Os':th
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FOUNDATION
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1319 Spruce Street
Boulder, CO 80302
Ph:303.444.1951
Fax: 303.444.1957
D ,VA, tncorporated
4710 south College Ave
Suite 1 12
Fort Collins, CO 80525
Ph:970.225.9099
tax:97O.225.6923
Date; llrr('r Pagef'f I ot
By: Bll otkd. Bv:
-
nano. 4Al
e,oiec.' Y AIV M*Q.llATf
dienr Pl!tslt
tr Pretiminary 0 Final
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D ,VA. Incorporated
1319 Spruce Street
Eoulder, CO 80302
Phr 303.rM4.1951
Fax: 303.444.1957
Tzso u / dpp
O JVA, Incorporated
4710 South College Ave.
Suite 1 12
Fort Collint, CO 80525
Ph:970.225.9099
Fa\:970.225.6923
Date.. af r lb,la Page: Fl. qL
By: tl4 chkd.By:
-rcano, 12Q I
e.n"n \lrlL tl&lltft
ctienrt 7d t+Tf
E PreliminarY tr Final
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D JvA, Incorporad
13l9 Spruce Street
Eoulder, CO 80302
Ph:303.444.1951
Fa\: 3O3.444.1957
tr JVA, Incorporated
4710 South College Ave.
Suite 112
Fort Collins, CO 80525
Ph: 970.225.9099
Fax: 97O.225.6923
Date: -f I -. ,
',aget u.1.
By: 6lL chkd.By:
-
utno, 181
protea, Y*ll' HM.lll67l'
cti.nt ?A^tf
E Preliminary tr final
76'-6u ^ (y'co|tv ctne&
Vlnxrm
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Lr 4' n Pr = &2v zs*tt / tul
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1319 Spruce Street
Boulder, CO 80302
Ph: 303.444.1951
Fax:. 3O3 .444 .1957
Cl JvA, Inco rpotated
4710 South College Ave.
Suite 1 12
Fort Collins, CO 80525
Ph:970.225.9099
Fax.970.225 6923
4 a [,e4 d,3
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Date: -I | ./l ,9 t Pagej-:-l--Ql--
By: 7V chkd. sY:
-,"oro, 1791
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cri"nt fRfffT
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fin ' 112Y
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Dsgm 8OK
Deecripffon :
Scop. :
D.tr:
|tr: t(y$oGl{ rr- !'lr, z}'L}lcr, !hl|
Gl lse ecic^lc Gombined Footing DesignI
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Description Grid I, Grid J.2 and J.3
Alor Sol B€afig 5dD.0 Pef tc a,(I)o.g Pd
Sebmio Zon - 0 FY 6o'(m'0 Psl
Cmcrct Wt
St|orl Team lncre€a
o\/€rbud€n
150.0 pct
l.oo
110.m p.t
liln A3 Pcl
Robar co\Dr
0.m18
2.42h
Li\r. e Sho.t Tfin L6d3 Ad separaterY
Dlsta.r Lett 6.(D lt tl : Sqraro Dknenrin q.99 IDlsta.r Lett 6.(n lt tl : sqJaro Dlf|enrxn tt.(r, rr
Oi.{. Betu,n Cob 11.78 [ ..'.Xeigtil 0.00 h
Dbtano. Rigtt 4.73 ft t2: 5$,6 3 Dim€nslon t0.00 h
Focfhg L.ttgth 2 n ..:Hebil O.0O h
wt h lo.m n
Thlclqle.. 32'oo h
lLoads| -----
f,
vcrlicel Lodr.- o Lett Gdurm a Rbn cofttm
Dead Load 21 4.m0 k 1 | s'Om k
t-h,e Lcd 322.qD k 155'qD k
Sho.l T€m Led k k
Support
Soal Prcssurca
Soit Prrssu.. C tctt Aarnt Allo,Ebh ACI Faclored Eccentftfy
Dead + Ll,. 5,339.8 5,m.0 p6f Eg.91 8,305'6 F !.!45 !
Dead+Uvelshod T€rm 2,114.7 5,ooo.o F Eg. 92 0.0 Psf 0.8€ n
sofl Prc$r|?t @ Rlght End Eq' 93 o'o PGf
Dead + Lir. 2,u2.4 5,eo.0 pof Eq.9-1 4,421.1 Wl '!.!f !
tH+Lhrs+short Tcrm l;52s.9 5,ooo.0 psf Eq. 92 9.9 Pc! {.8€ n
$.urrry R.so 9!19.0 :l Eq' s3 0'o F
f Moment & Shear Summary ( v*rcs hr ttlnnnnt en dwn N unftwi&t ol M*m ) E
Md|Ent3,- Aclgl ACt$2 ACI93
Mu@Cdll 116.65 k-fr/n 0.@ k-ft/n 0.00 k{Un
Mu Btim Cob 116.71 k-fiin 0.m k' n 0.m k'[/n
r,tu @ Col f2 36.7E k-ft/n 0.00 k-nft 0.m k-fln
One W.y She.ri-
Vh: Alott'O.8s S.113 pd 99.113 Fl gt'1r3 Fl
Vu @ Cd#l 65.5t Pci 0.@O P6i 0.000 FlVuatwncob 32.2,|5 psl 0.m0 pd g.qQ psl
Vu@ Cott2 20.116 bd 0.000 p€i 0.000 p6l
fwo Way She.rs..,
Vn : e[('lr'0.85 186.226 pGi 186.226 psi 186.226 psi
w @ cd *1 175.967 Fi 0.000 P6r 48.!1q Fl
w 6 cot 12 8o.3so ilsi 0.000 p6i 0.000 Fi
Dimensions
Soil Prcssure Exceeded
Thhlm6s ' 32.Ooh, Orc. Lci - 6.00fi, Btwvr. 3 | I .78n, Ok{. RiSttt ' a.73nLengilh . 22.51n, WHtr - 10.00n,
Maximum Soil Pressure
Allorvabk
Max Shear Stresr
Allarabk
5,339.83 Psf - re4-9c^$ tatLolLUL5,000.00bsf Steel Req'd @ Lef
175.97psi Steel Req'd @ Cente
1.183 in2l'fr
1.183 in2/ft
0.639 in2lft186.23 psi
999.000:1
W
Job #Titlc : Val Maniott ito{t aln Resort
Dsgnr: BDK
Descrlption :
Scop. :
Dalc:
R.2 ll&lEiTaml*s"t.1zr-rDr..whnr combined Footing Design .,rgaer,"4".,56o,r.\e?rt!.,uFot.lff#
Description Grid I, Gdd J.2 and J.3
( v.Ues gfuta pru{vtltft,olrhf,trg)
e Left Edgc ot Col
Ru/F]{
1rl8.l0 pci
0.00 p€l
0.@Fl
*t
As Re{d
| .l83lnzno.dBhztt0.Bhzft
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46.69 p€l
0.00p61
0.mFl
olGolfl
A3ReqU
0.dl9hztt
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ACt 9€
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0.00 p6l
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ACI Factors (p{ ACl, apCod htsnafy f0 .nbr€d l€.b)
ACt$1 &S2 DL
ACt 91 A 92 LL
ACt$1 E$2 ST
....seignb - ST' :
t.rm
1.700
0.000
0.000
ACI $2 Group F*'lor
ACI 93 Dead L@d Factor
ACI 93 Sho.t Tern Fa{ior
UBC t 921 .27 'l .{ Facio.
UBc 1921.2.7 1).9 Faclo.
o.txx)
0.(m
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Jobf,9291Tttl : Vall tr/htddi lt ountain R83o.t
D€nr: BOK D.L:
Ir$cdption :
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sketch &
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